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219 Magnolia Park Tr; 18-3790; SUNROOMS d1'ORL 9VAIF&I BUILDINGDIVISION Job Addre PERMIT APPLICATION Application No: 18-3190 Value: $ ' CA-,,' Historic District: Yes No Parcel Ii: J l lw- `l V® — (V ResidentialACommercial Type of Work: New 43 Addition [IAlteration Repair Demo Change of Use Move Description of Work: 1I A J Plan Review Contact Person: Phone: Fax: Email: Title: Property Owner Information Name Phone: (/O-) oS 76 Street:a 19 Resident of property? :0N City, State Zip: S, 0 Contractor Information Name r k e, ) . Phone: qo- F6')-- 6o 0 Street: < 5 Suw sCive, Fax: `W L - / 0a 01 City, State Zip l`Jm v n_ t"t 3 4 State License No.:SC(- Architect/Engineer Information Name: Lh 1 Owe 0'0 Phone: q6 -7 '73 2 r7 Street: lz Fax: City, St, Zip:0 (14L)JO r-1 I )-yi11 E-mail: Q14) /W4C&-AJ)Ley treVr boo+ COP, Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constriction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federt.l agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate c plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. SignatuL of Owner/gent Date Print weer/Agent s N Signature Notary -State of Florida Date u AMY B LICHTMAN-SABIN MY COMMISSION #GG233774 Owner/Agent is Persor rn J ol, 2022 y nde g(b is State Insurance Produced ID Type Signature of Contractor/Agent Date er i e '. Ulf ati Print ntractor/A ent's Na AMY B LICHTMAN-SABIN Signature of Notary -StateState of Florida r°s a e=4grY- _ M`.' ,)MMISSION #GG233774 r -= PIKES: JUL U, 2022 80!ueo through 1st State Insurance Contractor/Agent is +/ Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg:' Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: NING: 10- end! 6 UTILITIES: ENGINEERING: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 1;(e,% A COMMENTS: oK oft 1n 11-4 /I Jt.s.,. /qAa /.J-' I_f n n C cam 1.44e) Gs SkOWA eN A 1 un JOB #f fl r1 v DuLando Screen & Awning, Inc. 835 SrsnsNne Lane Altamonte Springs, Florida 32714 Phone: (447 862-60W - Fax: (407) 862-1221 Du1andoScreen@gma4.co.m, i Date Customer: C-S a` Legal Description: Mail Address: d k, \ c \ •zif lob Address Phone: 'ii? a.a -S' Celt Phone SCREEN Mesh— Color_ ROOF Type Size. r Fan Beam DOORS I.S. Swing O.S. Swing -1-12kiii.w Pet Doors KICK PLATE Savor QMom: PRSize To Quantity GUTTER Color Size Downspout FR AME N rti CONGRETE Size _ Finish Footers Size PAVERS WINDOWS 1. BEAM t DESCRIPTION . i onr.L.thn7nt: v6t- 'S Eiar)t,rtktw,,,, C-r- Milo= MOli i il t r/ MOE Ei!i MEMO N mom ME EMEMME MENOMONEEHEvNONE MEME i 01ON 0 M fENE.. i Oir,ME MEMO IM MEN ME ME ANN MENOMONEE If el''.fL,' 4?L%9 .JC .( f 7' r7+ t- 47 ins. ''t, as.c lc. a4 `1 rrcc a` 4wk Lv , { t Tots -A oP.. Less Down Payment S aG usltYiS r.l-.irzs ir- al +?rA- Balance Due Upon Completion 'goo. Balance Payable Upon Completion Unless Otherwise Specked r4- NOTICE TO RNEAr (a) Do not sgn this before you real both sides Of if f Contains, ey tip--* spaces. "'You are entitled to.ah exact copy ofrwhidl was: delivered to and'receipY is hereby aclamwfedged by buyer. By signing, owner acknowledgesreadingtheprovisionprinted on reverse side of this job order. Arxepted f f lih :'L tY is day of J + i 2e _. Owner Dulando Screen b Awnlrg, Inc. Submitted By Owner Street Address Date Signed i Clry Approved ey WARRANTY All material and workmanship performed by Dulando Screen & Awning, Inc., is warranted for one full year, from date of invoice against any defective material or workmanship. Due to Florida's unique soil conditions, settling of the deck is a common occurrence. if stress or hairline cracks appear, they are not covered under aiwnriiy.lbese, am beyondzur contort Deck cracks thal-exceed the,folbv ing: 9Aaxa;aum alto a horitantaf or +vertical sepaiations should not exceed 1/8 inch unless at expan4iaydints wherelonzontal.and vertical separationof up to 7/4 inch-irreacceptable. homeowner is respansfl*.forany utRitles or irrigation relocation. Additional fees applicable if changes are made after signed contract. A 3% processing fee will apply to a deposit or final payment upon choice to pay with credit card. Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018095478 Book:9195 Page:114; (1 PAGES) RCD: 8/20/2018 8:58:42 AM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name: - , .,A %A Address. *Z t r; th e. rSu., fl .Is s . • Permit Number. ParcelLiD Number. TO 'I , D p 0 if) n 10 30 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. DESC.[ IPTION OF PROPERTY: (Legal 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMA Name and address: Interest in property: and street LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Fee Simple Title Holder (if other than owner listed above) Name: C%t>$ Address: 4. CONTRACTOR: Name: 0,, Phone Number. Lt O'7 — $6 -2 — 2 6,p Address: 5. SURETY (if applicable, a copy of the payment payment bond is attached): Name: yy ICI. V Address: t f\t U Amount of Bond: 6. LENDER: Name: Pj V, Phone Number. Address: 7.' Persons Withinthe State of Florida Designated by Owrier upon whom notice or other documents may be served as provided by Section 713.13( i)(a)7., Florida•$tatutes. Name: U' Phone Number. Address:. . 8. _ In addition, Owner designates yam} of to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signatfire of Owner or Lessee, or Owner's or lessee's (Print Name and Prifte SignatoryhterORce) Authorized Oftcerr0irectorrParther/Manager) .. / State of f- 4- - County of e-Ao" 1., d/( The fore ing instrument we is acknowledge before me this day of 1_) O. 120 { by GA + v ' _ — Who is personally known tome O OR i ameofperson7kjaqstatentent, who has produced identification a of identification produced: r} tl f' MATTHEW BYRON MATES MY COMMISSION # FF235616 y EXPIRES May 28.2019 Nalary Signature a CERTIFIED COPY GRANT MALOY t c tai+ a-0 + Fbv4iNr nYSnvKe.cor CLERK OF i t`ir Lt^CUiT r;C)".)EtT ND CrOMiJ h r- f i LE;R fif,is ,t 8 EPUT Y CLERK DaJte NOTES: Boundary/ Vt oRs1. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THIS SURVEYOR. THERE MAY BE OTHER RESTRICTIONS OR UNRECORDED EASEMENTS THAT AFFECT THIS PROPERTY. And LB 4565 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. Mapping3. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED Associates, Inc. UPON BY ANY OTHER ENTITY. 4. DIMENSIONS S:,V3lF N FOR THE LOCAT ON 06 IMPROVEMENTS HERF(kV S1,CL DD VOT 5-- USED TO 109 WEST ORANGE STREET RECONSTRUCT BOUNDARY LINES. 5. BEARINGS ARE BASED ON RECORD PLAT DATUM AND ON THE LINE SHOWN AS BASE BEARING (BB). ALT.AMONTE SPRINGS, FL. o. PRC''ERTY HEREON LOCATED IN ZONE ' A' PER F.I.R:M. COMMUNrrf PANEL NO. tAe94 OD45 E DATED04-1T-95. 32714 pF{. {407j 69511 ISO 14 50 ' REC RB Ls:n_; 5 P.EC RB d LBM G A` LOT ti 104 s On 7 .. )• 4v Ul GN3 P.T. 2 S 102 , PG P,EC RR d-'.• -- LBW, de LB s CER-10M TO: JOSEPH AND MURIEL UMRAH WATSON TITLE SERVICES, INC. JPMORGAN CHASE BANK, NA. SCALE t' = 29 / OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY DESCRIPTION: LOT 103, MAGNOLIA PARK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 63, PAGES 54 THROUGH 59, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY. FLORIDA. 07DE 1-ed)ER. 05.194P fRN LcGEA3 : OK2:c ardto \ FFF F' J08 NO.: 05 167U FP. oOwPK rwlsed 1.//" Staaegor dR> PtAdditoRSad DATE: LC.- ILEGZEECAPi PX-POWTOFRSIMSECLRIE CAL - CONCRErE MCFA NT RP-- RADILIS P001'r dew- b=-/ -Ps or mporG by ,• F y ' FIELD: 05-17-05 RD REIIAR R -RADW des"sees; wgpaagorPWDM5 ^•.• No. 424; RAD. - RAW1 ! - 1.94M.OFARC ro &ted r toA Y nbn eDMW d the SIGNED: 05-18-05 N.R. - NOT RACIAL CA - CENTRAL ANGLE parh,o, _ tt= F23D - NAaaD c u=- uFa1TYElSEt@tr DRAR: AGEEh58@R DRAWNBY: JWJ/CMS tP, -PEfFPu pq - LE- LAFDSCAPEEA' SRraFr srArF of a-.00La V4243 lFP.T. P.C. -P05R pF URVA7FJRE X'-CHAWL4P FEI CE JI W.JAC PGMOFTASiNCY-•nrooDERr F NOTES: Boundary LAND 1. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THIS SURVEYOR THERE MAY RVEYORs BE OTHER RESTRICTIONS OR UNRECORDED EASEMENTS THAT AFFECT THIS PROPERTY. And LB 4565 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. Mapping3. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED Associates, Inc. UPON BY ANY OTHER ENTITY. P-"--„.. 1094. 0IME4SIONS' S OINhi FOR THE LOCAT OP OF !M°ROVE6SEN S IE OtV SY.GULD NOT USE TO WEST QRANW STREETRECONSTRUCTBOUNDARYLINES. + ` ALTAMONTE SPRINGS, FL. 5. BEARINGS ARE BASED ON RECORD PLAT DATUM AND ON THE LINE SHOWN AS BASE BEARING (B ). 3271414-11,Zi, "D. PROPERTY HEREON` LOCATED' IN ZONE ' A'PER F.1.RM: COMMUNITY'PANEL NO. t20254 D346 E &TED 'T--95. r _ F 3j C O'' y L5 ws ZJ REC RB 4 FB a`i9.T NT LOT 10 H 4 1 d as S EP 10, n1crK Oh fe.y Af,14 aJ S Jh 0n r/4-1 i 1 Q4 js LB 63930, \/ P.T. 102 " G REC P.B d -;,-- LBM lip REC RR G o101J3 G CERTFFIED TG: JOSEPH AND MURIEL UMRAH WATSON TITLE SERVICES, INC. JPMOSCALE1' = 20' / OLDCHASE NATIONAL TITLE INSURANCE COMPANY DESCRIPTION: LOT 103, MAGNOLIA PARK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 63, PAGES 54 THROUGH 59, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. (ADDEDLENDER- 05-194P LEGEND "`" PiJty r@S X.$Syte47331d $SB Illi fFFf/ JOB NO.: U5-1670 V_OMPFErasedszatdaFiodaFcgsed w•,•197f i and FG ClHFE Ai : DATE: MEUONLU614TRAP.: RADDMPPOINT4RSE for mpoo-b) FIELD: 05- 17-05 RB R -RAMS Odw flan 6le swan Deny or wms is _•:' No. 4243 RAI.-RADIAL L-LENGTHOFARC proh9xwwww.wrbnwasenlofft SIGNED: 05- 18-05 N.R.-NOTRAOM CA CENTRALMFGLE N3D - Na ADID U.• UR1iYEASMENT wwwQ Pat aP _ • E DRAWN BY: JWJ/CMS PER PINT DRAMAGEEASBL4FT MM . A,MMASMED ie- LANDSCAPEEAMetT STATE oP 101=P: ii-DESffiP?ldti "-R'JOL3Ni.?1.2dT P,P•f,1D:'• D U- 2CKS(N. C l``• P.C. - PPOOINT OF CIAVATURE -X- -uM iFENCE 4243liiliD P.T.-FOWrOFTu+ OBxY-0-WOODENFENCE NOTES: Boundary LAND 1. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THIS SURVEYOR. THERE MAY SURVEYORS BE OTHER RESTRiCTIONS OR UNRECORDED EASEMENTS THAT AFFECT THIS PROPERTY. And LB 4E65 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHER'MISE SHOV& Mapping3. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY O r HEP, ENT+-, Y. x a-•.- Associates. Inc. 4.0+MENl,'ON a SH0M04 CR7FIE LOCnTGNCfIU R0VENSENt b tXSHOADN0 J_'JSBD,O RECONSTRUCT BOUNDARY LINES. 1i iC9 MIST ORANGE STREET pl EA . BRINGSARE BASED ON RECORD PLAT DATUM AND ON THE LINE SHaWN AS BASE BEARING (BB). F ALT4h}0lii PRt*165, r . f, 6. PROVER -if HEREON 'LOCA TED IN ZONE 'A `PER F.I.R M: COMMUNITY PANEL NO. t20294 W45 t A l EG#lT-95. Qr .: 40T t awa1Fr. REC RR LB M. F VI lk n ox LB ew3 SCALE 1° = 20' H. ccfLS Or. 'e.y tfna/ aJ NEC FS l; S IR 6353 LB 63T, 7- CERT nF E€3 70: JOSEPH AND MUPJFL WRAH WATSON TITLE SERVICES, INC. JPi' MORGAN CHASE BANK, NA. OLD REPUBLIC NATIONAL TIT; LEE COMPANY DESCRIPTION: LOT 103, MAGNOLIA PARK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 63, PAGES 54 THROUGH 59. OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. ADDED LED S 45-19--mj r. EC. •:'(iEC.'vHL'B- LEGEWD.IM tr'tJn cc 4"44.`3Cacjc'7Ad• P+B{ S.I r.i-Ei/ir JOB NO.: U5-1670 IR _ IRON PPEL mgmdrssa' efa k 4al;xue w J. i, LC. • AlE36LECAPe RC-MINTtYP_,rtRSECp:e szsy-orandiGw..k,1161NS i7q DATE: CR - CONCRETELk7MSY..E' RP -•RACKS FOTT Ci zs to sarvsrmap or reparL•of FIELD: 05-17-05 ae a-W P. - aAc:n;s RA9 - RAU6H. L - LRWH O ARC ova".bird xi h::: wr, a Cc:srnf Cf fh= a: f SIGNED: 05-?8 05 N.R. . NOT RPZ4& • A - • B,TRAL?44GLE Nd: 3-NAfidG!-cC L'"c.•LiWil'EC',Rer DRAWN BY JWJlCMS PER PL:T C:E• t;P-S:iGEE4:.i'.1=`ii AS MEZiF-V LE.- LAMiSCPPEEXSaA T j p t -- Wip 1! STATE or o` PC. POW (IF CUR „T.}RE A -CHANL M- FENCE PQW. FTAW- !— p vtraaifet _.. _..... tiIh y c A%tlill\\\LANN.iJACKy_ N.4243-_ _ ._------ J..T REQUIRED HNSPECTION SEQUENCE Mlln max Tooter/ Setback S-femwall Foundation / Form Board.'Survey Slab /'Mono SlabPre our Lintel / Tie Beam / Fill / Down Cell Sheathing -' ' Walls - Sheathing — Roof I Roai Dry in Frame Insulation Rough In Firewall Screw Pattern I Drywall / Sheetrock Lath Inspection Final Solar I' Final Roof Final Stucco- /,Siding I Insulation Final Final Utility Building` Final Door Final Window - Final ScreenRoorn Final. Pool Screen Enclosure Mobile Home Building Final Pre - Demo Final Demo Final Single Family Residencem Final Building (Other Addres Mn Max. Electric. Underground Footer / Slab Steel Bond Electric Rough T. U.G. Pre - Power Final Electric Final 11 . . . . . . . . . . . . M M11 Mkx1 IIIl5jjDecdon 1[Descri2iflon Plumbing Undergrmin Plumbing Sewer, Plumbing Tub, Set Plumbing Final F M- 7n- Mzxineeflonn Descmflon 10.9 eeflonD'ese., O'M e9 -t' 1"9epMEch—anicaiouc gh- Mechanical. Finalk M min DImspection.es-cri2flonGas Underground Gas Rough Gas Final REVISED: Aine 2614 RECORD Copy A M6W-0-1 Pllan Types: EIScreen Room/Sun Room/Fill In F,Pool Screen/Cage (Noh Removable Screen - Designed to wit h stand actual Wind Speed) F-]Car Port 9 io Cc v a r I- I —. -.—. DIVISION I , DuVaAnTb-11 o Screen & Awning, Inc. -Inc. NtQELQ—QUILQIN!Q Clty: 835 Sunshine Lane A PERIVII-! ISSUED SHALL BE CONSTRUED TO BE1GF-t\1SF "0 PROCEED WITH THE WORK AND NOTAltamonteSprings, FL 32714 ,-k(JTHOPIT'Y TO VIOLATE, CANCEL, ALTER OR SE" ASIDFANYOFTHEPROVISIONSOFTHETECHNIC407-862-6060 'Or)ES NOR SHALL ISSUANCE OF A PERMIT PREVI Phone1-Fa x:, www,Du - IandoScre- THE BUILDING OFF!CIAL FROM THEREAFTER IEOLJIRINGACORRECTIONOFERRORSINPLAN. Emaif: 'ONSTRUCTION OR VIOLATIONS OF THIS CODE 10 of P la, s edExy0 lall ck'Up " File 'F For F edEx option go to, LI grn. and nrov ;-A p- n L4 e, i Fed.. -am unt±f-' aym n C edit Card' tDheckLIejCrForCredit Cmrd option go to to pay by creldit Card) F ab- v, Tjahaeering re A4:, ha. # 8 nqineer: Mic --.1Thompson, MSc,. P.E. fl E. # 475-5013) 4401 VinelandRoad- Suite A6 Orlando L 32811. Office:407-734- 1470 Cell: 407-721-2292 Praiect Manager Paull Thonn a$ 3'&-479-95G4 Fax: Ernafl-. r D ' noo.cam OSANFORD eendesign.com. -A# 3 o 9;,, G Vei-siite: www1ll-Imilriums".1. AN- MOREA, Ult' ate Win'd Speed mpft-} f Expose `Cate gory C Risk Category: S6're,en oo 1Sun R, oMIFi1I In., finsulated F Pan Root Gutter Fac is FBiock Wall '7-Conventional Wlalj D1th Waja gyp. , Uprights2... X Y To Plate k 'at= c eer fgp Cl Dome E G7able F-] Mansard Shed/Slope 7 Getter ,1,1asc a E Iock Wa er t n ° a ri is Pur Kick Plate Insulated Pan Roof Beams X Post Patio hover: FI nsatd Pan Roof Gutter E]axaa F7, F'Wall Beam: - _ - Posh Ate, ConventionalYValle t ng F New: "Slab EI - []Ribbon Fo t r a„ ivci`.sis 1:15r Tw irir i LrRY u.r i.s Edge Other Note: In the event that there is i. confli".,iwit as t ee'deesign plans and 'L,j'Eererai i'iotes an L1eS C iT :7 iia'li(ii``s!.',: ii"i E;'CGIi t'rst, :if shall Utilize the more stringent dimensions member sizes prier to ordeting materials, `abrication ai?dlor cons rs chic :. beiY" ee=.n! `; ? onlans at ali C`: ae gene ral notes and design aIa: tiard_ Engineer: Michael Thompson, MSc, P.E. (PE 7 09) 4401 Vineland Road Suite A6,:Orland , FL 32€11 CAs# 30 3 )-Fh 40-734-147Q/l+ax 407-734-1790 General Notes & Design Standards Screen Patio Room Enclosure) The following are general design standards. More stringent design standards may be noted on the plans. In the event of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction. Design Codes: Florida Building Code 2017 (61' Edition) Aluminum Design Manual 2015 ASCE 7-10 Design Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -130 MPH (FBC Table 2002.4) (35 ps)q Risk Category: -See attach site specific plan sheet (FBC Table 1604.5) Exposure Category: -See attach site specific plan sheet (FBC 1609.4.3) Additional Load requirements: Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. In addition to wind pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. Design Basis: Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor General Requirements: Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of information shown as correct and obligates himself to any expense, real or implied, arising from their use. A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the contractor and must be submitted to the engineer for approval. The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall bear no responsibility or liability for the construction of premises and accuracy of the drawings. Foundation and Earthwork: Applicable only when unsuitable soils are encountered. When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer. Soil bearing capacity — 2,000 psf Minimum Provide neat excavation for footing and place concrete immediately after excavation and inspection. Pump water from footing excavation if greater than one inch. Compact all fill to 95% ASTM D698 density. Unit soil weight = 105 pcf Internal angle of friction = 30 degrees Coeff. Of friction between footing and soil = 0.5 Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com i fit€ Fa , .." sa q DA- Structural Aluminum: ' r Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum I"C1 O design. - All aluminum shall be 6005-T5 (E= 10,000 ksi; Fy = 35 ksi) with a minimum wall thickness of 0.046" Splicing prohibited without prior approval as to location and type. Burning of holes in aluminum members is prohibited. Any member with burned holes must be replaced. Aluminum Protection: Shall be pursuant FBC 2003.8.4. Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or other masonry materials, shall be protected with powder coated or ESP paint or alkali -resistant coatings, such as heavy -bodied bituminous paint or water -white methacrylate lacquer. Screws: Aluminum self -tapping screws shall conform to ASME B18.6.4 specification. Self —tapping screws shall meet the requirements of ADM J.5 Maximum fastener spacing shall not exceed (3+20t) where "t" is the member thickness in inches. For roofing and siding connection, use minimum #12 screws for end and side laps spaced at 12" max for side lap and end lap fasteners shall be no more than 2" from the end of overlapping sheets. For bottom plate and column base, secure with ''/4" tapcons a minimum embedment of 1 1/8" and 2 '/4" respectively into concrete footer. Bolts: Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro-galvanized steel. Double cadmium plated steel bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter. Bolts shall meet the requirements of ADM J.3 Chair Rails, Purlins & Wind Brace: Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction. Wind Speed =130 MPH 2 x 2 Chair Rail = 6'-0" 2 x 2 Purlins = 6'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 9'-0" 2 x 3 Chair Rail = 8'-0" 2 x 3 Purlins = 8'-0" 2 x 3 Wind Brace = 8'-0" 2 x 4 Wind Brace = 9'-0" Concrete Conform to ACI 318, latest edition and ACI 301 Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi Exposed chamfer edges shall be 1/4" Reinforcing Steel: Conform to ACI 318 and 315, Latest edition All reinforcement steel shall be ASTM A615 Grade 60. Smooth dowels & ties shall be ASTM A 18 5 Welded Wire Fabric shall be ASTM A185 or A82 (Flat sheet). Deformed bar anchors shall be ASTM A496, Grade 70 Cover: Footing 3" Washer: Washers shall be used under bolt heads and under nuts. Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com rnm Hole Alignment: - Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips and foreign matter between contacting surfaces shall be removed before assembly. Beams & Uprights: In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations prior to ordering materials, fabrication and/or construction. 130 MPH PRIMARY BEAMS & COLUMNS -SCREEN & PATIO ROOM ENCLOSURES ROOF PANELS Beam -Size Max Beam Span & Max Column Spacing Column -Size Max Column -Height Pan Roof Span Insulated Roof Span 2 X 3 6'-0" 2 X 3 8'-0" 3" Spans 13'- 6" 3" Spans 15'-0" 6" Spans 20'-0" 2 X 4 8'-6" 2 X 4 8'-0" 2 x 5 10'-0" 2 x 5 9'-0" 2 X 6 12'-0" 2 X 6 10'-0" Knee Bracing: Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and length requirements. Knee bracing on upright above super gutter intersection shall be connected to upright no more than 6" above the super gutter. Knee brace size shall be a minimum of 2 x 2 for beam span of 15' max; 2 x 3 for 30' max; 2 x 4 for beam span greater than 30'. Purlin• Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall not exceed 7'-2". Intermediate/Header Beam: Contractor is required to install a minimum 2 x 7 intermediate header beam supported with 3 x 3 column spaced at 10 feet (max) when insulated roof span exceeds 15 feet. Patio Cover: Contractor is required to install insulated roof covering pursuant to the Florida product approval specification. Overhang shall be a maximum of 1'4' along the side, 3'-0" along the front and 1/2" along the front interface between the super gutter and the attached pool cage knee riser wall. Maximum deflection shall be limited to L/80. Edge Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer. Vinyl, tempered glass, and acrylic panels: Vinyl, tempered glass, and acrylic panels shall be removable. Removable panels shall be identified as removable by a decal. The identification decal shall essentially state "Removable panel SHALL be removed when wind speeds exceed 75 mph (34 m/s)." visible when the panel is installed. Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com i 1 Z'-I lJol 1 7 1/" L., 3 .r sue, - 3 a in the event of a conflict in member sizestheplansand shown or, the general notes, the contractor mustutilizethemorestringentmembersizerequirements. Engineer: Michael Tompson, P.t: requirements ALUMINUM SCREEN DESIGN 2X2 POST .046 OR GREATER 2 HINGE HINGE LOCATIONS DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH 910 1" 6" FROM ENDS 24" O ATTACHMENT DETAIL CUSTOM WINDOW ALUMINUM FRAME WINDOW A 10 2" 6" FROM ENDS Op 24" O.C. ON ALL SIDESTOALUMINUMFRAME 10 1" THRU FACE 6" FROM ENDS O 24" O.C. ON ALL SIDES TO ALUMINUM FRAME ALUMINUMSCREENDESIGN.COM ALUMINUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 FILL IN DETAIL DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH OBOTTOM PLATE IS ATTACHED TO A CONCRETE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. OB ALUMINUM FRAME IS ATTACHED TO BLOCK WITH 2-1/4" X 1/4" 6" FROM ENDS 24" O.C. 2X2 ANGLE IS ATTACHED TO OC ALUMINUM FRAME WITH 2 #10 1" 1 2-1/4" X 1/4" TAPCON PER SIDE CHAIR RAIL & UPRIGHTS ARE ATTACHED WITH EITHER: @ BLIND SCREWED WITH (3) 910 3 CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP O KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 130 MPH FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS MICHAEL TH 4401 VINELAND ROAD SUITE A6 ORLANDO, FL 32811 E. 9147509 CA#30930, MIAIMI•DADe AIU, MI -DADS COUNTY M PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mianidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This-NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke; modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD-101" Outswing Aluminum French Door w/wo Sidelites — Non -Impact APPROVAL DOCUMENT: Drawing No.11005-2 Rev F, titled "Alum French Door & Sidelites, NI", sheets 1 through 15 of 15, prepared by manufacturer, dated 04/04/12 and last revised on 07/27/17, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitations: 1. Use of Tables 1 or 2 (sheet 2) requires full length reinforcements (item 4 22) for OX, XO, XXO, OXX, OXO and OXXO configurations. The lower design pressure from table 1 or table 2 shall control. 2. Standalone X, XX and 0 configuration unit do not required, reinforcement (item 922). 3. Applicable Egress operable doors must comply with min clear width & height per FBC, to be reviewed by AHJ. 4. Ix or 2x buck to be properly secured to sustain imposed Ioad and to be reviewed by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA #16-0629.18 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No. 17-0504.02 EK MIAMMADE COPNTYM Expiration Date: August 02, 2022 Approval Date: Aug03, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # listed below) 2. Drawing No.11005-2 Rev F. titled "Alum French Door & Sidelites, NI", sheets 1 through 15 of 15, prepared by manufacturer, dated 04/04/12 and last revised on 07/27/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202-94. 5) Large Missile Impact Test per FBC, TAS 201-94 (N/A) 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 (N/A) Along with marked -up drawings and installation diagram of aluminum double French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL-2612, dated SEP 07, 2000, signed and sealed by Marlin D. Brinson, RE Along with marked -up drawings and installation diagram of aluminum fixed door, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL-6864, dated April 09, 2012, signed and sealed by Aldo P. Gonzalez, P.E. 2. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94(N/A) 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94(N/A) Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. (Submitted under files #16-0629.18/#15-0528.25) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL-4964, dated September 09, 2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under files#15-0528.25/12-0516.03/#11-1013.21) C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 04/28/17 and last revised on 07/17/17, complying with FBC-217 (611 Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0504.02 Expiration Date: August 02, 2022 Approval Date: August 03, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2017(6 h edition) and letter of no financial interest, prepared by PGT, dated 07/17/17, signed and sealed by Lynn Miller, P.E. 2. Statement letter of conformance to FBC 2014(5`" edition) and letter of no financial interest, prepared. by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.E. (Submitted under files #15-0528.25) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA # 16-0629.18, expiring 08/02/22. 2. Test proposal # 16-0152 dated 03/09/16 approved by RER. 3. Test proposal dated Jan. 17, 2007 approved by BCCO. 4. RER e-mail correspondence dated 07-27-2017. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0504.02 Expiration Date: August 02, 2022 Approval Date: August 03, 2017 E-2 SERIES 101 OUTSWING, NON -IMPACT RESISTANT FRENCH DOOR AND SIDE LITE 1) GLAZING OPTIONS: SEE BELOW. 2) DESIGN PRESSURES: (SEE TABLES 14 ON SHEET 2- A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13(!0. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 3) CONFIGURATIONS: X, P. XX, XO, OX, XXO, OXX, OX ,O AND OXXO. 4) ANCHORAGE: THE 33 iB%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8-11. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. 5) SHUTTERS ARE REQUIRED WHERE IMPACT RESISTANCE IS REQUIRED. SHUTTERS MUST BE MIAMI-DADE COUNTY APPROVED FOR INSTALLATION IN MIAMI-DADE COUNTY, Y#1. A-h- P.—MI, rdg. gm, Group M.- Typo yamGr SWm4b Obft— Wbl TMdurm 114' Eka UNMCOMS An Con—t. (.h 2.85k.1) 1 4 I F -155 kki, F„-177Itsl J—b Holb v Bi k (ASTM C90) 1-3N' 1.111' An min. 3.J5 ksl) t.'V4' 1-&4' 2 VC 410 SS EJco CnbFMXO J11m5 AB Ha - SI k ASTM C90 SaIIhM PIM (SG • 0.65) 1.11a^ 1.114^ 1-awF -127.4 ksl, Fe182.7 kkl A oe Gr0.56) t 1dIS J Y23lwl SidB(Gr. 6) Ar, 6063-TS Aklmlmm J4' 116^ 1) ALL ANOHOR HEAD TYPES ARE APPLICABLE. 2) MIN. OF 3 THREAOS BEYONO METAL SUBSTRATE. 3) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REOUIREMENTS PER CURRENT R ORIOA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION . 0) SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT, GENERAL NOTES............1 GLAZING DETAILS ........... 1 7) REFERENCES: TEST REPORT FTL-2612, 4964 & 6884; ELCO ULTRACON NOA'S, ANSVAF&PA NOS FOR WOOD CODES; STANDARDS USED. DESIGN PRESSURES......2 CONSTRUCTION, ALUMINUM DESIGN MANUAL 2017 FLORIDA BUILDING CODE ((FBc)), 6TH EDITION VERT. SECTIONS.............3 2014 FL CODE (FBC), 6TH EDITION HORIZ SECTIONS ........... 4 8) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA E1300.OB PARTS LIST..: ................... 5 BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). ASANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION EXTRUSIONS ................... 6 ALUMINUM DESIGN MANUAL, ADM-2015 ANCHOR QUANTITY........7-13 9) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA AISI S,C0.,2 AJSc 360.,0 INSTALLATION ................. 1415 BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE, OP REQUIREMENT (LBSIFT') FOR THE OPENING USING THE ASCE-7 STANDARD. - 2) ON SHEET 2, TABLES i & 2 REFER TO PRODUCTS THAT ARE REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE NEEDS TO BE HIGHER THAN THE OPENINGS REQUIRED DESIGN PRESSURE FROM STEP 1. 3) DETERMINE YOUR ANCHOR GROUP FROM TABLE A, THIS SHEET AND YOUR GLASS TYPES, A OR B, FROM THE GLAZING DETAILS ON THIS SHEET. 4) FROM SHEETS 7-13, FIND THE SHEET THAT PERTAINS TO YOUR PRODUCTS CONFIGURATION AND DETERMINE THE ANCHOR QUANTITIES REQUIRED. 5) ANCHORS ARE TO BE INSTALLED USING THE LOCATION GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13. SHEET 14 & 15 SHOW INSTALLATION CROSS -SECTIONAL DETAILS. 3116' TEMPERED GLASS 0 EXTERIOR W16-TEMPEREO GLASS 114' AIRSPACE 94 3/18' TEMPERED GLASS 93 1 94 78 IG'NOM. GLASS SITE EXTERK)R 1A SSITGLA9BSITE NOTE: -- CLASS TYPES A OR B CAN GLASS TYPE BEUSEDFORALLSQES GLASS TYPE B O EPICTED IN TABLES 1-4. ryIDDUCf YEV78ED r eY•I#AO Nib W fb1YA f l1 - y FrdrtCaorr RGANUEDTOFBCSHE!Z=DTLUM. 201 ], PDDm&ALOM7 N LL i r Ha Q N w oZ Ornall rn LLO K O H O 1H 5 O Z o W u- ZQ W 2 o u OZ ru ax1 A,•S NQNY LYN)V No. 5671R pO IEI r 7 42 gas •.,!L oR1D ..' G•.` LS ONAI F^NpI1nIIn11111```• A LVMI MnLER PsP.E2 m7w c DESIGN PRESSURES FOR REINFORCED DOORS ALL GLASS TYPES DESIGN PRESSURES FOR UNREINFORCED DOORS. ALL GLASS TYPES DOOR DOORFRAMEHEIGHT O DOOR FRAME HEIGHT 8 WI DTHE 8°•79314"7 83314" 873/4" 1 913/4" 8°-953/4" WIDTH 6°-79314" 7°-833/4" 87314" 91314" 8°-963/4" X 2° 2512" 75.0 112.1 75.0 105. 8r+7 1D0.2 75.0 952 75.0 4X).7 X 2' 2512" 60.0 60.3 57.0 57.0 54.0 44.0 51.3 51.3 48.8 48.8 X 2712" 75.0 105. 75.0 99.0 93.7 75.0 89.0 75.0 04.7 X Z712" 58.5 56.5 53.3 53.3 50.5 50.5 47.9 47.9 45.6 45.6 X 2912" 75.0 98.9 75.0 932 88.2 75.0 63.7 75.01 79.8 X 29 12" 53.3 53.3 50.2 50.2 47.5 47.5 45.0 45.0 428 428 X 2° 31 12" 75.0 93.7 75.0 68.3 83.4 75.0 79.1 75.0 75.2 X 2° 3112" 50.5 50.5 47.5 47.5 44.9 44.9 42.6 426 40.5 40.5 X 2° 3312' 75.0 82.3 75.0 412.3-79.3 75.0 75. 71.3 71.3 X 2° 3312" 44,3 4-0.3 44.3 44.3 42.7 42.7 40.4 40.4 38.4 38.4 X 3512" 72.9 729 72.9 72.9-729 71.6 7.1.6 68.0 68.0 X 3512" 39.3 39.3 39.3 39.3 39.3 39.3 38.6 38.6 38.6 38.6 X 3° 3712" 85.0 S&O 65.0 65.0-6S.0 6,5.0 65.0 6&0 65.0 X 3° 3712" 35.D-35.0 35,p 35.0 35.0 350 35.0 35.0 35.0 35.0 XX 4° 47 3/4" 75.0 1121 75.0 105. 100 75.0 95.2 75.0 90.7- XX 4° 473/4" 60.0 60.3 57.0 57.0 54.0 54.0 51.3 51.3 48.8 48.8 51 3/4" 75.0 105.0 75.0 99.0 93.7 75.0 89.0 75.0 84.7 51314" 56.5 56.5 53.3 53.3 50.5 505 479 47.9 45.6 45.6 XX 65 We 75.0 98.9 75.0 93.2 88.2 75.0 83.7 75.0 79.6 55 3/4" 53.3 53.3 50.2 50.2 47.5 47.5 45.0 45.0 428 428 XX 5b93/4+75.0 93.7 75.06.3-83.4 75.0-79.1 75.0 75.2 XX 5'593/4'• 50,5 W.5 47,5 47.5 44.9 44.9 42.6 42.6 40.5 40.5 XX 54633/4" 75.0 823 75.0 823 79.3 75.0 75.1 71.3 71.3 54 633/4" 44.3 44.3 44.3 44.3 427 427 40.4 40.4 38.4 38.4 729- 729 729 729 729 71.6 71.6 68.0 68.0 67314" 39.3 39.3 39.3 39.3+39.3 39.3 38.6 38.6 36.6 36.6 65. 0 85.0 85.0 65.0 35.0 65.0 65.0 85.0 85.XX 64 71 3/4" 35.0 35.0 35.0 35.0 35.0 35.0 35.0 36.0 35.0 35.0 NOTES FOR ALL CONFIGURATIONS: 1) FOR CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION, ( XO, OX, XXO, OXX, OXO, OXXO), THE LOWEST DESIGN PRESSURE SHALL PREVAIL 2) FULL LENGTH REINFORCEMENT ITEM 22 SHOWN IN SECTION E-E, SHEET 4). IS REQUIRED AT DOOR TO SIDE LITE CONNECTIONS, WHEN USING TABLES 1 82. 3) DOOR AND SIDE LITE COMBINATIONS FROM TABLES 3 AND 4 DO NOT REQUIRE REINFORCEMENT ITEM 22. 4) DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLJCABLE IN MIAMI-DADE COUNTY. 5) POSITIVE DESIGN PRESSURE IS LIMITED TO 60 PSF (WATER RESISTANCE 9.0 PSF) FOR NOWREINFORCED DOORS AND SIDE LITES IN TABLES 3 AND 4. 5) FOR DOOR -ONLY CONFIGURATIONS X, XX), ONLY TABLE 1 IS APPLICABLE. REINFORCEMENT, PART i22, IS NOT REQUIRED. 7) FOR SINGLE, STAND-ALONE SIDE LITES ( 0). ONLY TABLE 2 IS APPLICABLE. REINFORCEMENT, PART 22. IS NOT REQUIRED 8) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDELITE ARE NOT AVAILABLE WITH REINFORCEMENT. 9) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. E. G. FOR 32' "X' DOOR WIDTH IN TABLE 1, USE 33-12-) EXAMPLE 1, (USING TABLE 1): X UNIT WITH GLASS TYPE A, EXAMPLE 3, (USING TABLE 1): XX UNIT WITH GLASS TYPE A. EXAMPLE 5, (USING TABLE 2): O UNIT WITH GLASS TYPE A, 32' WIDE X 90' HIGH SINGLE DOOR (SEE NOTE 9) 63-W V WIDE X 91,/4- HIGH DOUBLE DOOR 24-WIDE X 69' HIGH (SEE NOTE 9)_ DOOR DESIGN PRESSURE =+75 / -75.1 PSF DOOR DESIGN PRESSURE =+75 / -75.1 PSF SIDE LITE DESIGN PRESSURE=+751-95.3 PSF EXAMPLE 2, USING TABLES 3 & 4): XO UNIT WITH GLASS TYPE 8, UNREINFORCED, 36' WIDE X 84" HIGH SINGLE DOOR WITH 12' X 84' SIDE LITE (SEE NOTE 9) DOOR DESIGN PRESSURE =+35 /35 PSF SIDE LITE DESIGN PRESSURE =.60 /-95.9 PSF OVERALL DESIGN PRESSURE = +351-35 PSF EXAMPLE 4, (USING TABLES 1 & 2). OXX UNIT WITH GLASS TYPE B, REINFORCED, 6D" WIDE X 90' HIGH DOUBLE DOOR WITH 29' X 90" SIDE LITE (SEE NOTE 9) _ DOOR DESIGN PRESSURE =+75 / -75.1 PSF SIDE LITE DESIGN PRESSURE =+67.3 /-67.3 PSF OVERALL DESIGN PRESSURE=+67.31-67.3 PSF EXAMPLE 6, (USING TABLES i & 2): OXXO UNIT WITH GLASS TYPE B, REINFORCED, 71- 3/4' WIDE X 953/4' HIGH DOUBLE DOOR WITH 2) 36-3/4' X 95.T/4' SIDE LTFES DOOR DESIGN PRESSURE = +65 / -65 PSF SIDE LITE DESIGN PRESSURE - 65 / -65 PSF OVERALL DESIGN PRESSURE=+65/-65 PSF pepyb{ rtl d°fbM. hle 1)2o1- r+ F) MODIFIED TABLE FORMAT AND NOTES FOR CLARITY. -IR- 0410117 aONY LYI% ' 58705 N 7pNaL A LYNN MLLER, PE P. 6. saros 3 40 ti iI EKTER10R<= l>fM-ERIOR do'(01-1— t RODUCrasysm w17-oco4-•oZ 31-..., 1 g -- CLEAR COLORED SEALANTpy, I I i 62 F)NO CHANGES THIS SHEET.-JR wVIna,l I 63 LL o MAXOMAX. DLO MAX FRAME DLO HEIGHTH IGYi SIDELITEFRAME W U m t Z G W L e N J we c.Nn Z Oaf r m O b $ a0 Z 1» 5 R 0 O m U w W h Z El Z> 2 I SL VIEW G-G 7d 40 CORNER ASSEMBLY aao uuay 40 I KYILYN/y ' o .......... yi '. cExaF l! 1.4n rm. se7oa A -A LITE (SL) SECT. DOOR 14-16,102 - SECT. SIDE B-B 70pf7fWJ ss OOp'.NG?' VERTICAL VERTICAL JoNaL E,, A. LYHH WILEfi PE P.E.958T0.5 1 I INTERIOR r I REINFORCEMENT NOT REQUIRED FOR STAND-ALONE'X' DOORS. Ll cvTcalna I I EXTERIOR r` OLD 66, 21 5 3N---i F-- SPACING, SAME AS ! 7 62JAMBANCHORSPACING67 SEE SHEETS 10-13) -- MAXSLF FAME WUTH 1 ACTIVE EXTERIOR MAx SEE NOTE 3, OLD THIS SHEET 22 62 61DOOR/SIDE LITE SECT. E-E U HORIZ. W SECT. D-D U HORIZ. REINFORCEMENT MAX SL FRAME WIDTH --j NOT REQUIRED FOR i STAND-ALONE'O' SIDE LTTES. 62 r — 66 EXTERIOR nwc SL SECT. F-F HORIZ. (STAND-ALONE) NOTES 1) CLEAR OPENING FOR T AND WC DOORS AS FOLLOWS: MOTH: ICDOORS • DOOR FRAME W1DrH -5.6 KK' DOOR = DOOR FRAME WIDTH / 2 - 4.070 HEIGHT: DOOR FRAME HEIGHT • 32W 2) SIDE LMES OVERLAP T AND -" DOORS BY 3/P VMEN ASSEMBLED TO MAKE 9(O', 9OX OKO70L(Y, XDW AND I=IY CONFIGURATIONS. 3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR AND SLOE LITE COMBINATKNS FROM TABLES 1 AND 2, SHEET 2. ITEM 221E NOT REQUIRED WITH COMBINATIONS FROM TABLES 3 AND 4. SHEET 2, OR WITH STANDALONE V. W A XV CONFIGURATIONS FROM TABLES 1 AND 2. Ey nY OEM ZL ibro- a l F) NO CHANGES THIS SHEET. - JR 4 - 04 0117 N LL 0 o O ayN C7 yNv KO: U) O ZLL o w 2LU wUm ' y w a 0 w y oS LL Oo z OIa g PisO U wU W W o 2 w U3 K R2C1 LLJ` QNY LY,yp//'., 1 i a•'' UCENyF A. Y: ' N0. y587- 05 r it; II1111111I•- A LYNN MILLER. P.E P. EI S IM SILICONE STRUCTURAL 1/4' NOM. POI.YISOBUTYLE14 WITH DESICCANT O KODISPACEEXT. GLASS 4SG TPS WT. GLASS HOT -MELT BUTYL STRUCTURALSILICONEFOAM 311W NOM. NTT" DESICCANT SUPER 8SPACERQNXT"' EJR.°Lass 1 INT. GLASS ALUMINUM REINFORCEMENT tA 5/16' NOM. BUTYL 6 DESICCANT DURASEAL© Exr.cLAss I SPACER WT. GLASS POLYISO- DESICCANT FILL AREA SUTYLENE- 5/16'NOM. SEAL SILICONE SEAL ROLL -FORMED STAINLESS STEEL ) Q_ EDGE' Exr CLASS SPACER INr. cLAss Pans daa7ptloa Wbrlal 60 Nom %v 4SG TPS Spacr srr 61 Ouvrx Buper Speear N(f wan H7. Mat .. 6 32 Ouaroa Wraaaal S Sheet r P•e•r Mnedam 83 Crtd1eW)L Edpa SW. REFERENCE TEST REPORTS: FTL.8717, 8988 6 8970 PRooucrr vLem Aenpaaa l d y 0 2 Eyieyeyp 22 F) NO CHANGES THIS SHEET. -JR 64nan7 N Y LL 0 nnelxK J S UJ o JLL8ZLu Z ZW O L)o as y c-w4 J as Viz? 3 W0 N y WO O W45 e m rW w i W N Z M 5 ZpO ci a m No. 58M Q ATE 0 A LYNN MULLET-. PE F m— 4.Ca0 4.100 .062 4.100 ! •G62 14.875 1 DOOR PANEL DOOR PANEL 3 DOOR PANEL TOP & BOTTOM RAIL 31 SIDE RAIL6063-T5 6ID44INTERIOR ASTRAGAL 5063- T5 3. 555—{ 3.111— Id 1 a50 1_ r. 078 1.48a 489 I- 3.aoo OUTSWINO THRESHOLD 11 6063-T6 500 1 750 , b83 3 0 34\' 6063-TSTRUSS CIAhIP 74 6089-TSLAZING BEAD 3, 100 IA 9 I ! u 5. . 075 s. oas I 075 I i tEa .750... i— R A f COiSL HEADER 61 SL SILL J 6063-T6 6063-T6 I 062 — 4. 100 4sTs I I L—_ DOOR PANEL 45 EXTERIORASTRAGAL 6063- T5 L o5a I 7 518' GLAZING BEAD 6063- T5 r I r- I 37 WEATHER c5o STRIP CHANNEL 3p00 6063-T5 fl. 3T3 1 2. 125 C DOOR FRAME .,zs 20 JAMB fi063- T6 2 980 C50— 6 SL JAMB ADAPTER 6063- T6 HINGE 6063- T5 890' 6as 050 3 DI 00 I SL JAMB v 6063- T6 i 22 REINFORCEMENT 6063-TS 504— =i U U_: 05s-- C3) OUTSWING THRESHOLD CHANNEL COVER 6063-T6 1400LCfR[VIB D rep nW Yeli,i We.lr. eg c7.z Lblyd' CHANGES THIS SHEET. -A aulan i— R A f COiSL HEADER 61 SL SILL J 6063- T6 6063-T6 I 062 — 4. 100 4sTs I I L—_ DOOR PANEL 45 EXTERIORASTRAGAL 6063-T5 L o5a I 7 518' GLAZING BEAD 6063-T5 r I r- I 37 WEATHER c5o STRIP CHANNEL 3p00 6063- T5 fl.3T3 1 2. 125 C DOOR FRAME .,zs 20 JAMB fi063-T6 2 980 C50— 6 SL JAMB ADAPTER 6063- T6 HINGE 6063- T5 890' 6as 050 3 DI 00 ISL JAMB v 6063-T6 i 22 REINFORCEMENT 6063- TS 504— = i U U_: 05s-- C3) OUTSWING THRESHOLD CHANNEL COVER 6063- T6 1400LCfR[ VIB D rep nW Yeli, i We.lr.eg c7.z Lblyd' CHANGES THIS SHEET. - A aulan e Y LL aloa O 11AA Z Rp 2 z w W U pB o J x a w Og K O g oi N Z Z W Z aw5 O LL to 2 Q o xw LL ws 1`11U, uurrrrrq NY IYNN No. 58706 • a L. .MILLER, PE P.elwl05 DeBign Preaeure S,. sheet z T,M,1 24T(B' g A HEADCMAX r ZONEloll I 79-1/4-MAX / 23.718' FRAME / HHEIGHT 84.V5' PAX. DLO \ 4 2M9f16\ 1 i SILL LZONE'C FRAME 37MAX. ODOR FRAA¢. MOTH TYP. DIMENSIONS OF LOAD ZONES FOR SINGLE DOOR, X SINGLE DOOR X NOTES: 7) SEE SHEET / FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHTJIANDEO. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4- MIN. O.C. FOR CONCRETE .4' MN. O.C. FOR CMU): JAMS ( A1L): 1}i/4' MAX. FROM CORNERS AND 2}t/e' MAX O.C. HEAD d SILL OF DOORS: B' MNC FROM CORNERS.? MAX FROM ASTRAGU. CENTERS MD 2671E' MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14. 000© 0© 0 0© 00 irLeL C> eLrie Oue Ze2'2_ F) NEW SHEET COMBIIdNG 512E 9 ELEVATIDNS, 20NE ELEVATIONS AND ANCHOR TABLES.-JR- p oatan N Y toLL Ne0, QZ u <o R 3 Z N O 2 W Z IB o oZ g w ON O 0 lwy F aO zZ w Itl exp my tllf illllll/ / — No. 68705 3T7E0 ' S ONALtti a A LYNN M0.1FJi, PE. P. FI`5BT05 r 0© 2Q715' MAX O.C. B• MAX 8' MAX. hl1 13-1/4'MAX. MAX TT-- O.C. MAX. DLO 3 4' MAX. FRAME1\ HEIGHT 24fi 15\ jMA.X. DLO\ 7i-814'MAX. DOOR FRAME WIDTH -+•- TYP. ELEVATION OF XX CONFIGURATION HEADZONE. HEAD _ ZONE V' yII 13.05' 1 SILL 'SILL I~---- 13-111 — LOAD ZONES FOR XX CONFIGURATION ANCHORAGE LAYOUT USED IN EXAMPLE Design Preaeure Sep Stle+t 2. Tvtle t NOTES; 1) SEE SHEET i FOR GLASS AND ANCHOR TYPE DESCRIPTION, 2j DOORS MAY BE LEFT OR PoGHT•HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (I MIN. O.C. FOR CONCRETE, 4' MIN. O.G. FOR CMUj JAM85 (hLL): t3.1M' MAX FROM CORNERS AND 73-'Ar MAX O.C. HEAD 8 SILL OF DOORS: S' MM. FROM CORNERS, T MAX. FROM ASTRAGAL CENTERS AND 21Y71S' MAX O.C. 4) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXTAVADABLE SIZE. 5) FOR ANCHORAGE DETAILS SEE SHEET 14, EXAMPLE: XX V M GLASS TYPE A, 5b3/4• WIDE X M.314- HIGH DOUBLE DOOR, ANCHOR TYPE 31NTO WOOD, DOOR DESIGN PRESSURE - -75 /-75.1 PSF, SEE EXAMPLE 3. SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE & S EACHANCHORS@CH JAMB 5 ANCHORS EACH DOOR PANEL $ HEAD 5 ANCHORS EACH. DOOR PANEL ® SILL OSEE CIRCLED VALUES ON TABLE 5. X = DENOTES ANCHOR LOCATION. IRODUCI ggyb(p' N^4 ybW waYiHris E4&-I.Ibi ! l AW6iY Cerul G P) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS S AND ANCHOR TABLES. JR- 0410117 C' N a m s z U U m r a U1 MeW O W y k J u.n anC r o y O 0: g OO N U Z ZSW (D ag O LL F Z o s D J X u. arlD 7sv[7 ssw5 1 L111111111/' No. 58705 moo AT? L A LYNN MILLER RE TABLE 7: Design Pressure se. S1m.t z Ta 2 PRODUCrRxvmm e tby ANMs AaAh.wlM I .0 "Z, E4 tI.OlEet 1•L t7alEMAX. O.C. B' HEAD MAX j ZONE 'E'- L I riUe' I MAX D.C. / F) NEW SNEET COMBiANG SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. -JR- c M0117 LL1953Ta• a H84.341• O MAX, OLD FRAMEHEIGHT T 4 ( p.MX-DLO E 0 JO j O ^ 2LJ () d aIPo N Y 3.ra p W O SILL t"- ZONE'E- - Z w wO 3&314•MAX IDE LITE FRAME WI B a. OO LE TYP. ELEVATION OF LOAD ZONES FOR SINGLE SIDELITE, O SINGLE SIDELITE, O n O O ww y Q 23 0 N 2 o Q LL Illy xKl i'a ILYNN',, No. 587M - 1 •' O'•- RDN T Ilillllttl NOTES: - t) SEE SHEET i FOR GLASS AND ANCHOR TYPE DESCAIP IONS. 2) ANCHOR OUANTfI-IES ARE BASED INJ SPACING AS FOLLOWS (+-NN.O.C. FOR CONCRETE, 4• MIN, O.G FOR CNI JAMBSIALL1:13.114'MA'(. FROM CORNERS AND 2}11W MAIL O.C, MEAD 8 SILL OF SIDE LRES: r MAX. FROM CORNERS AND 24VV MAX, O.C, FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE. FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15. A L- MLLLER, P. PFJI33705 O SLOE LITE, GLASS TYPES A 8 B ANCHORlYPE6SUBSTRATE x.3,W000 t,x, OALUM CONCRETE O LOAD b C ZONES I qiqb O 1 0 MAXFRAME W107}1 MAX FRAMEHEIOHi 10.750 T9.750 8].750 67.T50 91.750 95 750 5 2 2 j 2 t 5 2 1 2 5 2 I 2 5 t I ? t2.750 79.750 83.750 B7.T60 B1,75C 95.75D 5 x 2 5 5 2 2 2 ' 6 2 2 a 2 19.M0 7B.75C 63.T5C a7.7sc 81.750 85.TSC a 6 2 2 I 2 1 2 e 8 i 2 z I 2 a 2 i ? t1.Tso T9aso e3.7s0 87.T50 91.150 95.750 e j z j 2 a i l z 6 2 2 9 S 2 t 1 j 2 4 ! 2 n.7so T9.Tso e].7sD a7.7so 91.750 BS.ISU e 2 x e e z z x z 0 8 2 2 2 j 2 0.125 79.7W a3.750 a7.T50 91.750 9s.7so 5 3 4 j 3 e 3 4 1 l 8 i 3 8 I 3 a 39.750 79.750 Bt.750 a7.750 9t.T50 95.750 5 a 3 3 1 1 3 1 j 3 e a j 3 9 4 ! 3 I i 3 0 TABLE & 000© o©000©©o 000©©o 0©©oAA©0 000©Ease o©oo©©©o ANCHOR QUANTITIES FOR mE OUGH ANU 51DE u1 E 1u ue DETERMINED INDEPENDENTLY. 20.T/8-MAX O.G MAx. L23MAX. O.C. I— 3T-i? MAX DOOR _ FRAME WIDTH W MAX T MLA.X Za3/4' AVJ(. O.C. 1 1 13-IWMAXI SEE TABLES 1.4, SHEET 2 FOR REINFORCEMENTREOLIIREMENTS. 95.3N U4-318' MAX MAX IX.O FRAMEHEIGHT E 2a9/, e' 33-W DLO MAX OLD Design Pressure RcinfaceC Sea Sneet 2. TeMes 16 2 lAneiniXced: Bee Ghee! 2 T bi- 3 8 4 NOTES: 1) SEE SHEET 1 FOR OLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4• CONCRETE. MIN. O.C. FOR 4- MIN. O.C. FOR CMVXJAMBS (ALL): 13-1A MAX FROM CORNERS AND 23.118' MAX O.C. HEAD & SILL OF DOORS: B' MAX. FROM CORNERS. 9' MAX FROM ASTRAGAL CENTERS AND 2R7R MAX O.C. MEAD 8 SILL OF SIDE LTTES: W MAX FROM CORNERS AND 2a3N' MAX- O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SL2F- 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 915, 36J/4'MAXSE)E 61CONRGURATMNS WHERE THE DOOR LOCKSTILE LTTE FRAME WIDTH ABUTS A SIDE LJTE ARE NOTAVAILABLE — Z3-,2' MAX. DOOR. SIDE LITE FRAME WIDTH — REINFORCEMENT. TYP. ELEVATION OF XO CONFIGURATION OX SIMILMI HEADZONE•D' HEAD ZONE£ 9* MAX s I i SILL ZONE'0• SILL ZONE'E' LOAD ZONES FOR XO CONFIGURATION ANCHORAGE LAYOUT USED IN EXAMPLE O%SIMILAI:t) 7) SIDE LITE OVERLAPS DOOR BY 3M- ONCE ASSEMBLED. EXAMPLE: XO WITH GLASS TYPE R 3W X 84' SINGLE DOOR WITH 36-X 54• WIDE SIDE UTE. ANCHOR TYPE 3 INTO CONC. DOOR DESIGN PRESSURE --35 / J5 PSF. SEE EXAMPLE 2. SHEET 2 FOR OP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 8: 4 ANCHORS Q DOOR JAMB 4 ANCHORS Q SIDE LTTE JAMB 3 ANCHORS Q DOOR PANEL Q HEAD 3 ANCHORS Q DOOR PANEL Q SILL 3 ANCHORS Q SIDE UTE Q HEAD 3 ANCHORS Q SIDE LITE Q SILL OSEE CIRCLED VALUES ON TABLE 8. X = DFNOTES ANCHOR LOCATION. u 4 8Wq wlY tle FWA& E.,ww ee Ne r/Z Ey4aieu F) NEW SHEET COMBINING SIZE ELEVATIONS. ZONE ELEVATIONS a AND ANCHOR TABLES. -JR- S U41IM7 3 No N ye6 N 0 gP n o ZLL' m a Z LU rUj •- R Z 3 C a O Z m p oo K Ns e $ O J TF UW F O Ili XO Z Q 0 D n ENV LYNN''• No. E87D5 gip•, 27.:; MAX I Design Pressure Reinhmed: WA Ummoo -d: See Sheet Z Tat)ee 3 8 d 5, MAX IN f YeY1N uwdieewWtl.eiwN1 M,Mi+[C udde Ellir iae a OZ N i 4 Ras M L/RODUC 23118' MAY 01 (.G INN mu nun F) NEW SHEET COMBINING SIZEEnunLEVATIONS, ZONE ELEVATIONS f AND ANCHOR TABLES.-Jft- x 04//0117 UMMumn unnq nun 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. TYP. ELEVATION OF OXO CONFIGURATION NOTAVAJLABLE V+1TN REINFORCEMENT) 2) DOORS MAY EE )EFT OR RICK41AN'DED. HEAD HEAD HEAD 3)MCHORQUAlimommm, MIN. O.C. FOR CONCRETE, 4' MIN.O.C. FOR CMU): JAMBS (A L1: 13 W MAX. FROM CORNERS MD 231 N`tr MAX O.C. HEAD 8 SILL OF DOORS, 6' MAX. FROM CORNERS, 0' MAX. FROM ASTRADAL CENI CM AND 20-T11.11.C. HEAD A Sill OF SIDE UTES: T MAX. FROM CORNERS AND 24_3-MAXO.C. 41 FOR SIZEB NOT SHOWN. ROUND UP TO THE NEXTAVAILAeI.E m SIZE. Z 5) FOR M'CHORAGE INSTALLATION DETAILS SEE SHEETS O O 14&15. CiN C) zU'S t Ig U U 4 i < LU9 v o Z m U N N 2 W WOy 0 O O Z If, Q apR Y 30 n Wa N° J Q O aa° LL d a oNa«° N OLL 2 W° S Z O O sa nuM al nun ummun mumommmm Emenw. nu nun Mann nunNMIESAREBASEDONSPACINGASFOLLOWS a TF LLOBf n Munn(4' nun 6) CONFIGURATIONS WHERE THE DOOR LOCKSTLE ABUTS A SIDE IJTE ABC NOT AVAILABLE "TH REINFORCEMENT T) SIDE LUTE OVERLAPS DOOR BY 314. ONCE ASSEMBLED, 11111111I II III / N.. 58705 '. 1 20NE'E ZONE 'F' ZONE'E LOAD ZONES FOR OXO CONFIGURATION ol shMiEoi 7:'rv' S ONAnun .` L N11N111 0. LYNN M0.LER PE REF SB]CS maL ANCHOR QUAMITIES FOR THE DOOR A DETERMINED IN,EPENDENTLY. 26718' MAX O.C. MNL 1 13va' MAX i MAXFRAME LtAK. DLO HEIGHT i 36-3(a' MAX. SIDE I l7TE FRAME Y4 TH 37-ifP MAX.D R I FRAME Y.'DTH '^I 10&t/2'MA%. DOOR. SIDE LfTE FRAME VJ1D1T1 NOTES: 20NE20t4E'E' cJLL _,_ SILL __ SLLL Design Pleasure 20.7/8' MAX O.O ReinkrceE: see sheet z --- 1 8? UreNrR:acetl: See Shsat 2, Tndn 3 8 4 6^ MASG rRoaucrntr sep MAX O.C. 11 Cord E F) NEW SHEET COMEINING SIZE ELEVATIONS.ZONEELEVARONS e AND ANCHOR TABLES. W- an anal n4 c a41a1] Y LLmumnano g 3 "°" 0 man Nunn o r ° o N c7 N K yy E WDTH Z.LL Z W o^ manna nunI-+-- 107 3/4 MAX DOOR SIDE LRE FRAME W? R, nun TYPaman__ ELEVATION OF XXO CONFIGURATION NOTES: Z Y . OXX SIMILAR` U aW0 1) SEE SHEET I FCR GLASS AND ANCHOR TYPE I J y w b anammuMMum MEAD HEAD HEAD DESCRIPTIONS. 2 N LL 2) DOORS MAY BE LEFT OR RIGHT -IUIJDED. 41 0N 3) ANCHOR QUANMES ARE aASED ON SPACING AS OO j yyysanaFOLLOWS (4• MIN, O.C. FOR CONCRETE P MIN.O.C. an FOR CMU): " In nunJAMBS (ALL): 131/4^ MIX FROM F U WO ZICORNERSAND231/&' MAX. O.C. Z HEAD & SILL OF DOORS: 6^ MAX. FROM a W X 'I°x GARNERS. 0^MAX FROM ASTAAGPL D LL O = unn CENTERS AND 20-71T MM- o.C. w w HEAD & SILL OF SIDE UTES: e• MAX FROM O o N CORNERS AND 243(4^ MAX. O.C, u v Q j2 LL an IF 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT p;Exea °q an Noun AVAILABLE SIZE FOR ANCHORAGE INSTALLATION NAILS SEE SHEETS I4&11, `:'ICEN '•. ((': S) CONFIGURATIONS WHERE THE DOOR LOCKSTILE' • '• ABUTS A SIDE LRE ARE NOT AVAILABLE WITH No. 58705 REINFORCEMENT. n SIDE LRE OVERLAPS DOOR 0Y 319.ONCE 'fJ / A117.:• [(` Mann an n. 1- ASSEMBLED. O••. <U. 20NE'0^ ZONE •P ''SS NA L N •` ANCHOR OUANIITIES FOR THE DOOR AN BI LOAD ZONES FOR XXO CONFIGURATION DETERMINED INDEPENDENTLY. ( OXX SIM:tAR1 A. LYNN MILLER P.E P.E.b &9]C5 oo©moo© 0©©00 0©©0 oo©oo o 000©000©©a oin©moo©©a Baia©®o©©o oo©©000©©o oo®©000©®© ICI o000000©©© Y • 000©©© oo©000©©©© oo©©000© e^ MAX I 24d/CIMA%. O.C. E-MFAJc 231/8' SEE TABLE51-4, SHEET2 FOR MAX Ol0 REINFORCEMENTREOUIREMiNfS RW(. J FRAMMEIGMT 893A' MAX.OGO MAX. DLO\ MAX. DLO 1 f 363f4'MAX 73`4'MAX. DOORfRAME WIOTH v&DTN —. I SIDE LITE FRFA ZONE •p• ZONE ^F^ ZONE ^E' SILL I SILL IT SILL _ ZONE •E' Hamm©® pppp aammmn HammHn m©O Hamm©© Hamm== HnanUM union Hamm== HHmmaH nannnn aoNU nannnn nun an nnnumn Hannan nHnma= ammumn aHHmaH Homan Hannan" Human Hnnma= noun Ha nannHa HHn=Hn Hannan Hannan U©Unnaa nuff11 nA1 E_ o DETERMINED INDEPENDENTLY. MAX. MAX O(L2T.C. i S"I zanc.eMAx.o. 1 / 8 3 I yy, ' I I" I ft- I bA' 9' MAX 24 3 4 MAX. O.C. I I I J/ SEE TABLES 14, SHEET 2FOR REINFORCEMENT g5.3 MA; REQUIREMENTS. FRAI 843R' MAXOLDJ HEIG J 4 4 33, W* MAX DUI i,,' MAX DLO 3 36. 3l4' MAX SIDE !^ 7134'MAX DOOR FRAME KtDTH ---j lRE FRAME WA77H 1: 3.314' MAX. DOOR • SIDE 11TE FRAME WIDTH-------+{ TYP. ELEVATION OF OXXO CONFIGURATION 20NEF'— ZONE F—ZONEI ZONE'E" j it x 2a1fd' JJ W O J J JMAX SILL L ZOPE' El 2a71A' I ZONE + E'F T'^ B•{, SILL SILL SILL7QNE'E" LOAD ZONES FOR OXXO CONFIGURATION ANCHORAGE LAYOUT USED IN EXAMPLE Dasign Pressure Revbm d: See Sites[ 2. TM1ie! 1 A 2 lkueirthxcetl: Sea SN 2, Tabs 3 A 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE OESCRIPnONS. 2) DOORS MAY BE LEFT OR RIGKT-HANOED. P 3) ANCHOR QUANTITIES ARE BASED ON E SPACING AS FOLLOWS (4" MIN. O.C. FOR IT CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS LALL): 13-1M" MAX FROM CORNERS AND Zai18' MAX O,C. HEAD A SILL OF DOORS: W MAX. FROM CORNERS, W MAX FROM ASTRAGAL CENTERS AND 20.7ar MAX O.C. HEAD d SILL OF SIDE LITES: B. MAX FROM CORNERS AND 2"4• MAX O.C. 4) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE. FOR ANCHORAGE INSTALLATION DETAAS SEE SHEETS 14 A 15. S) CONFIGURATIONS MERE THE DOOR LOCKSTILE ABUTS A SIDE UTE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LDE OVERLAPS DOOR BY 314' ONCE ASSEMBLED. 1 IiL DESIGN OH GLASS TYPE B. 7DE X 95-&4' HIGH DOUBLE DOOR WA- 314-X 95.34-SIDE UTES. ATYPE 2 INTO CONCRETE. OPRESSURE _ 165l S5 PSF, m SEE EXAMPLE S. SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 11: a5 4 ANCHORS @ EACH SIDE LITE JAMS 5 ANCHORS EACH DOOR PANEL ® HEAD 5 ANCHORS EACH DOOR PANEL ® SILL 3 ANCHORS EACH SIDE LJTE HEAD 3 ANCHORS EACH SIDE LRE SILL SEE CIRCLED VALUES ON TABLE it. X - DENOTES ANCHOR LOCATION. A4E07L1C/YEY6y er,pylrMmlriA w yr. Qae M4,I-oso4-oz PMMW4O g y ZL W ../Pdr Caami F) NEW SHEET COMBINING SIL ELEVATIONS, ZONE ELEVATION$ 4 AND ANCHOR TABLES. -JR- 04nOH7 NN OJ O Z m Z W fl U ( Wj 2 o Z N D' O tYn oI> o U 3 LU he OO M11xp v ONY LYN, y1j' T No. 58705 pQ • p7E 7i; J : S,NAL A LYHN MILLER. P.E. DOOR HEAD (WOOD) EDGE D STANCE SEE TABLE A SHEET 1 _ ---- 1XWOOD IEMSEDMENT BUCK NDTE 1 + MAX SHIM 114' MAK SHIM i SEE TABLE A SHEET 1 DOOR HEAD (CONC) EMBEDMENT- 1W MAX SHIM I I T J1 $ EDGE DSTANCE STAGGERED ___ IL_ ANCHORS I I 1X WOOD BUCK NOTE 1 DOORJAMB(WOOD) SEE TABLE A SHEET i 1/4' MAX SHIM EMBEDMENT a WOOD EDGE DISTANCE BUCK, NOTE i DOOR SILL (WOOD) EMBEDMENT V-'- 1N• MAX SHIM- EDGE DISTANCE D 11 S SEE TABLE A SHEET 1 lx WOOD J BUCK. NOTE DOOR JAMB (CONC) SEE TABLE A SHEET 1 1/4' MAX SEE TABLE rASHEETI TTjj 1 IEI+ IOEDMENf 1-.—+- EDGE DISTANCE r DOOR SILL (CONC) EDGE DISTANCE SEE TABLE A SHEET 1 1/4' MAX. SHIM II SE°TABLE A SHEET 1 DOOR HEAD (ALUMINUM) 1/4' MAJI. SHIM--- EDGE UISTANCE STAGGEREDANCHORS SEE TABLE A SHEET I DOOR JAMB (ALUMINUM SEE TABLE A SHEET I 1/4'MA%. SHIM SEE TABLE A SHEET I r EDGE DISTANCE-1 DOOR SILL (ALUMINUM) 1. WOOD BUCKS DEPICTED AS iX ARE LESS THAN 1 1/2' THICK. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRELENGTHOFTHESILLTHATISNOTTIGHTTOTHESUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. "' EXTERIOR INTERIOR 8 SILL SECTIONS 3. TYP. ANCHOR TYPE, EMBEDMENT &EDGE DISTANCE PER SUBSTRATE, SEE TABLE A SHEET i.. (ALL HEAD ) M20DVC f IIEV18® p11ywW1YtW4 Q jy 17-0 •OZ- EM4aYr 5S ` lCl. aw amla t Fl CLARIFIED oETaIH. ADDED Q ALUMINUM• on Jfi-04/16 17 N Cn wx 0 N 3 OOM (D O ZLU UL) o u8 ' tg Ul O J ozv, oy 0 otl N Bf J 0 $ 00 W 0 F U Z S W u Z 2 rc O O Q UO O a:1 'xap a,a5 11111111lI1,1 II O{dY LYN/y '' A. NO.58706 ATE O S ONAL f.N,•• l/un1n11 A LYNN UER. P.E. E s Ni]OS S-:E TABLE +-EDGE DISTANCE 2X W000 -H+-EDGE DISTANCE A SHEETi -. EDGE DISTANCE BUCK NOTE 1 l I , EMBEDMEHT rABLEAESH.EET' SIDE LITE HEAD (WOOD) rl --EMBEDMENT EDGE DISTANCE E TABLESHEETI SIDE LITE JAMB (WOOD) 1-SEE TABLE A SHEET 1 I 1W MAX. SHIM 1X W000 tfA MAX SMRA RUCK, NOTEI SEE TABIP ASHEETI SIDE LITE HEAD (CONC) EMBEDMENT I lie MAX SHIM I SEE TABLE I EDGE DISTANCE A SHEET 1 I'.7. 9EE TABLE A SHEET t 1/4' MAX. SHIM SEE TABLE A SHEET 1 SIDE LITE HEAD (ALUMINUM) SEE TA, SHF 1/4• MAX SHIM.- EDGE DISTANCE SEE TABLE A, SHEET I SIDE LITE JAMB (ALUMINUM) SEE TABLEA. SHEET 1 v i 114' MAX. SHM IX WOOD BUCK, NOTE 1 1/4' MAX SHIM SEE TABLE g fA SHEER EMBEDMENTSEETABLEA. SHEET I IomL EMBEDMENT EDGE DISTANCE- T^' ..-2XUC K N O". EDGE DISTANCE -t- BTE i `' j+--+{-EDGE DISTANCE SIDE LITE 511E (WOOD) SIDE LITE SILL (CONC) SIDE LITE SILL (ALUMINUM) 1. WOOD BUCKS DEPICTED AS 1. ARE LESS THAN 1 112-THICK. ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 12" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ} 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REEQQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORRY HAVING JURISDICTION. < EXTERIOR INTERIOR 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET I.. \ (ALL HEAD & SILL SECTIONS) 1X WOOD SVCK NOTE i -I SIDE LITE JAMB (CONC) SEE TABLE A SHEET i z Fj CLARIFIED DETAILS, ADDED c ALUMINUM_ MR NIIOIIT MIAMI•DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11.805 SW 26 Street. Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) vvNv v.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The .Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for duality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "HR-210" Aluminum Horizontal Rolling Window - N.I. APPROVAL DOCUMENT: Drawing No. MD-1111210-02 titled "Aluminum Horizontal Roller Window", sheets 1 through I of 11, dated 03/15/17, prepared by manufacturer, signed. and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT .RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's naune or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been no change hi the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0629.02 and consists of this page l and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 1.7-0411.05 MIAMFDADECOUNTY ` Expiration Date: April 05, 2072 Approval Date: August 3l, 201.7 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Submitted under NOA No. 11-1201.04) 2. Drawing No. MD-IIR210-02 titled "Aluminum Horizontal Roller Window", sheets 1 through 11 of 11, dated 03/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. 'Test reports on: I) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact 'Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale spacer system, Super Spacer`s NXTTM spacer system. and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/1.5, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. Submitted under previous NOA,Yo. 16-0629.02) 2. Test reports on: 1) Air Infiltration Test, per. FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-6657 and FTL-6658, dated 10/17/11 and 10/18/11 respectively, and addendum letters for each dated 03/22/12, all signed and sealed by Marlin D. Brinson, P.E. Submitted under NOA No. 11-1201.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5` Edition (2014) and FBC-611 Edition (2017), dated 03/31/17 and revised on 08/02/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller.. P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E - I Jorge K Plasencia, P.E. Pr net Control Unit Supervisor NOA No. 17-041.1.05 Expiration Date: April 05, 2022 Approval .Date: August 31, 201.7 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with F113C-51" Edition (2014) and FBC-6t1 Edition (2017), dated 08/02/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. Submitted under previous NOA No. 16-0629.02) 4. Laboratory compliance letter for Test Reports No. F rL-6657 and FTL-6658, issued by Fenestration Testing Laboratory, Inc., dated 10/17/11 and 10/18/ 11 respectively, both signed and sealed by Marlin D. Brinson, P.E. Submitted under NOA No.11-1201.04) G. OTHERS L Notice of Acceptance No..16-0629.02, issued to PGT Industries, Inc. for their Series HR-210" Aluminum. Horizontal Sliding window - N.I., approved on 08/04/1.6 and. expiring on 04/05/12. i` orge M. Plasencia, P.E. Pro ct Control Unit Supervisor NOA No. 17-041.1.05 Expiration Date: April 05, 2022 Approval Date: August 31., 2017 E-2 74'71P-TO-TIP IMDTN -- 73" BUCKWDTL N B 1i120' T'PTO-DPYADTH'SB'BJCKNUTN laDucKvnDTH HTS T8 - HT I7 86 ryAryI j SHEETS 1 i / FIXED 1 I I // /] 18 B A ``'_' SIB-E ] A A r I ( A TWTO•TIP 1 I ]Ir ILIGM I !SHEETS I , I % ISHE9TS HEIGHT '% dl j36. 7m' j 58.1 R' // 788 TIPTO-fIH S&INB' / 5&f/8' 786 IN TIP, I FIXED / I j SASH Z, % iHEIGHT SASH i 71 I 65.1v 07113 HEIOMI j mssm. -HI VIS OLE j ( MIME VISIBLE l`"I BUCK SASH FIXED LIGHT LIGHT Y LICITT LIGHT I) •` HEIGHT VISISI.E VISIBLE % SQCK I I I 6UCK LIGHT I LIGHT jIHEIGHTSG3/16'FI%ED 318'1ar 010/Id' j 20.1f10 HEIGHT 26-5'18' p,.l r SASH SASH ...1 FI% ED j - 1 VISIBLE LIGHT I NIBBLE p VISIBLE VISIBLELill, 1 j w51 LIGHT YR„--- L M I ; LIiT 4. I I . 1—. I r _ I -.. _ . •''` - - r ALriAYS `JN T B $ EENO FA, - B - Y3'16 A_N YS SEE NOT A B -« 4 I+- 3.Y• d` ALWAY6 SEE NOTE506C _ REQUIRED SEE NOTE U. SHEET 10 REQUIRED SHEET t0 - «j r 3' REQUIRED SHEET 10 SHEET 10 3 CORNERS a CORNERS SEE NOTES ® CORNERS B a C. SHEET 16 TYP, XOX (1 /4-1/2-V4) ELEVATION TYP. XO ELEVATION //OX SIMILAR TYP. XOX 1/3-1/3-1/3 ELEVATION — ' ---- -'- —""--' 1..--__- __) - ----(. ) — CODES I STANDARDSUSED'. 47 FLORIDA BUILDING COUE ( F8CU DTH EDITION GENERAL NOTES: SERIFS 210 NON -IMPACT RESISTANT HORIZONTAL ROLLER •2014 FLORIDA BUILDING CODE (F8CL 5TH EDITION MTM E1300-04 1) THIS PRODUCT HAS BEEN DESIGNED d TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLOR:DA BUILDING CODE, INCLUDING THE HIGH MOODY HURRIG•1NIE ZONE (FNHZ). •gNSI/AFSPA NDB•2015 FOR WOOD CONSTRLXCDON I) SHUTTERS ARE Rf 01JIRED WHEN USED IN LA9ND-BORYE DEBRIS REGIONS. •ALUMIA'UNi DESIGN ANNUAL. ADM-231> 3) FOR MASONRY APFUCATIONS IN MIANI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVIFU MASIO MY ANCHORS. XNTRAIALS USED FOR ANCHOR CVALUATIONSW ERE SOUTHERN PINE, ASTM •ANSI S130-12 CSC CONCRETE LNSONRY UNRS AND CONCRETE NMTI I MIN. KV PER MCHOR TYPE. LL 4'f000 SUCKS LESS THAN 1.1NY"I'-PICK ARE TO BE CONSIDERED 1 X INSTALLA T IO.YS. 1X MOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED ](.iECTLY TO SUBSTRATE. WOOD DUCKS - DEPICTED AS 2X AN' - a' THICK OR GREATER. 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO MtOPENLY TRANSMIT LOADS TO'THF. STRUCTURE. WO0L1 BUCK DESIGN ANU INSTALLATION IS THE RESPONSIBILITY OF I HE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AGE). GENERAI NOTES .......... 1 5) ANCHOR EAIOEDMCNT TO BASE MATRRAL SIIALL Be BEYOND WALL DRESSING OR S%CCO.U$EMCMORS OF SUFFICIENT LENGTH TO ACHIEVE RCOUIREO MINI EMBEOLIEW. USTALI.AIION ELEVATIONS......................................1 ANCHORS SHOULD BE SEALED. OVERALL SEAUNGRLASHtNG STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE. SCOPE OFTHFSF INSTRUC'IONS. DESIGN! PRESSURES, XO/OX .......... BI 114E MA.X. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERF THE PRODUCT IS NO FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS, DESIGN PRFSSl1RES, XO%........., 3 7) DESIGN PRESSURES: ANCHOR QUANTITIES, XU'OX...,.... 4 A NEGATIVE DESIGN LOADS GASCO UN STRUCTURAL d CYC'LE TESTNNO AHD ODYSS PER ASTM E13W. ANCHOR ODANTITIES, 113 XOX..,_ 5 B. POSITIVE DESIGN' LOADS BASED ON WATER TEST PRESSVRE, STRUCTURAL S CYCLE TESTING AND GLASS PER ASTM EIJO3. ANCHOR QUAMITIES,1/4 XO!GX.. 6 C. DESION LOADS ME BASED ON ALLOWABLE STRESS DESIGN, ASU. INS fALL/1I ION, STD MR .................. / 6) THEANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE%%INDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSUR- THE 33.1/3%STRCSS INCREASE HAS N01' BEEN INSTALLATION, HD MR.....................D USED IN THE ESIGNOFOHMPRODUCT. TiIELD LOADOURATIONFACTONWASUSEDFORTHEEVAI UATIOR OF ANCHORS INTO'H .ANCHORS THAT CM:F IN'O CONTACT W1.R OTHER DISSIMAR GLAZING COMPONENT S_.......... _2 MATERIALS SHALE. MEET THE REOUIREMENTS OF THE FLOROA BUILDING CODE FOR CORROSION RESISTANCE. CORNER AS EMSLY_..._.............. . 10 9)VETAL5UBSTRATFTG MEET KIN. STRENGTI I AND THICKNESS REQUIREMENTS PER CURRENNI FLORIDA RHtI DING CODE MOTO RE 4EVIEWEU BY THE AUTHORITY HANNG JUWSOICTIM. E%TRUSION PROFILES_ .............. 11 101REFERENCES: TEST REPORTS FT.- 6857A8656; ELGO VLTP,ACON NBA; SLOG CRETEFI.E%NBA: HAT. DESIGN SPEC.FURY/000 CONSTRUI ANSSAF&PA KIDS B ALUMINUM DESIGN MANUAL fADN; PARTSLIST.......................... ........... _it 113 APPLICABLE EGRESS REOUIR'_ 6:ENTS TO BE REVIEWED BY BUILOING OFFICIAL. ANCHOR SEECIFICATIONS............. 11 12) THE 210 a" ERNE$ HORI].ONTN. ROLLER WINDOW WAS FORMERLY KNOWN PS THE 2VT SERIES. DESIGN IWESSURE RATING Ia1PAcr RAT11JG PRODUCT REVISED VMIES, NOT RATED FOR • P1y1.9 wIU the FI.HS. SEE SHEET$ 2A 3 IMPACT RESISThYCF: NO nB Codo NOA-No. 17.0411.05 USER INSTRUCTIONS: LI7 IN-' k.•n.d M:r On.: R rlNore B.P".u.. 0*104l05/2022 1) DETERMINE THE SITE SPECIFIC. WINDOWOPENINNGS P$SSS DESIGN URE REQUIREMENT USINGVVNI OAD STANDARD, ` pNY LYIy yM]i] STING 2) KNO.VING YOURWINDOWCONFIGURATION (0%. AD. XOX), SIZE. GLASS TYPES (FROM TABLES 20R 5) AND MC _ : - ';11`,p F 's dBl 4' R•rNan. Ml.m .car t IGN PRESSURE REOUIREM_ FORDIEWINDOWOPENINGU.rING 1PtlLE5 RAIL TYPE, DETERMINE YOURWINDOWSUEIN30R4. IT MUSTEOUAL OR EXCEEDTHE DES I ON PRESSURE REOVYtEMENT FOR THE' WINDOW OPENING 01 IN STEP 1. 3)DETERN4NETHE MOST SUITABLE ANCHOR CROUP FROM TABLE 20 ACCORDING TO THE INSTALLATION CONOfR0Y5. 4)DETERMINE t'HEANC.YORCVAYfITY FROM TABLES Iitd. VERIFY THAT THEANGHUWSIJRBTRATE WILLMEFi REOUIFaEMEM$ FOR YOUR OPENING'S CONDITION FROM TABLE 20, AN THAT ALL MIN. REQUIRCMGNTS FROM THIS SHEET SET ARE MET. 5) INSTALL AS PER SHEETS T GR e. N0.58705 gyp•• , It/ OT•' ' Ef OR OP a S ... A LI/IFaLtH, PE `` S ONA.,L LJE• PEFdd70SIryllw GENERAL NOTES ELEVATION deer Oy. JROSOWSKI 1070 TECHNOLOGY DFU N. VENICE. FL 34275 B41H60. IWD o>+wmErtw.n• W xt. TRW ALUMINUM HORIZONTAL ROLLER WINDOW 1i' 03/ 15/17 S.rf• s{ Maes': HR-210 3e'oN+ NTS SMac 1 OF 11 I% n. i p Na MD- HR210-02 INr. CFRT. OF AUNT IASd TABLE r' PRODUCT REVISED Bupomphlrq wit. Me Find aolnaCaM NOA-Ne. 17-04.11.05 TABLE 2: e.pimflon Onto 04/05/2022 ssMfnmi-0 b rot e¢( on— x 7 yW' v'3 N .: K F@ I p N dO && d •wc O 3 Z 3 O LL $ w I-• w t W sAo n> NOTES: o Z a p XO USE T?11S TABLE FOR ALL %OrOX Ka'JDOVJ3 PER THE EIEVATgI: ON Q Q GHECT t. DIMENSIONS SHOWN ARE TIP -TO -TIP, X N 2) FOR SIZES NUT SHOVM, ROUND UP TO THE NEXT AVAILABLE WOTH OR NHEIGHTDIMENSIONSHOWNONTHETABLE. I N' DESIGN PRESSURES MAY BE INTERPOLATED BET(• -EN SIZES. N Z a0022 a H u w = Q O CANMGURATIO\S APPLICABLE TO THIS SHEET: QNY LYN& P V \ * No. 5a700 p XO L O% 17 SATE F ; 7V . SSy NAI aG\ nnn11 N` A, LYNN MILLER, PE P.E.1 :'tlr Maximum Design Pressures ps XO 8 OX Tip•taTlp TIP-to a! Standard Meeting Rail w! Hea+y-duty Meeting Rail Glass 1 2 Glass 3 Glass 4 8 5 Glass 1 Glass 2 Glass 3 Glass 4 8 5WidthHeight 8- ! 55.a-73.5 Glass 5 .Ol- 55.0/-90.0 0 55.a-90.0 I- 55.0/-90,0 55.a-73.5 0 55.Oi-90.0 5 .01.90.0 SS.a-90.0 5.0/- 55.0/-80.03T 45' 55.a$7.5 55.a-66.0 SS.a-90.0 56.a-90.0 55.a-90.0 SS.a-90.0 55.a-90.0-«SS.UI.90.0 65.a-90.0 55.a$8.0 55.a-90.0 55.a-90.0 SS.a-80.0 56.a-90.0 55.0!-90.049' 53i/8' 383/8' SS.a-83.7 SS.a-59.2 55.a•90.0 55.a-89.2 55.a-90.0 55.0/-50.0 55.a-90.0 65.a•90.0 55.a$3.7 55,a•59.2 fi5.a-90.0 55.a a9.2 55.a-90.0 55.a-B0.0 55.a-90.0 55.0/-90.081' 68" 55,a-56.3 SS.a-79.7 55.a-79.7 55.0/-79.7 66.a•58.3 SS.a-79.7 55.a•79.7 55.a-79.7 74" 51.11.51.1 55.a•65.5 55,a$3.5 55Af-63.5 51.1/-51.1 55.a•63,5 55.a-63.5 56.a$3.5 26tr2 55.a-90.0 55.a$1.2 5s.0r-90.0 55.01-90.0 SS.a-90.0 55.a-90.0 55.a$0.0 55.01.90.0 55.a-90.0 SS.a-67.2 66.a•90.0 55.a-90,0 55.a-90.0 55.a-90.0 55.a-90.0 55.0/•90.03T 45' 53.7l-53.7 53.1/-53.1 S6.a-90.0 55.0/$5.7 SS.a-90.0 55.a-85.1 55.a•90.0 55.a-90.0 53.7/-53.7 5A11-53.1 SS.a-90.0 55.a-88.9 55.a-90.0 55.a-90.0 55.0/-90.0 55.0/-90.049' 53-V8" 52.4/-52.4 55.a$1.0 56.a-81.0 SS.OI.90.0 52.41-52.4 55.0f$5.0 55.a-90.0 55.0l-90,0 gt" 50.41.50.4 55.0/-75.1 55.a-75.1 55.0/-90.0 50.41-50.4 55.a-79,3 55.a-90.0 56.0(-90.0 86" 48.5l+18.5 55.a-72.5 55.a-72.5 55.0/-%9.7 48.6/48.5 65.a•77.1 55.a-79.7 55.a-79.7 7a' q4.2/-44.2 55.a-b3.5 56.a$3.5 55.a-63.5 44,2/d4.2 55.a-63.5 55.a63.5 55.0/$3.5 2&1/7 56.a$8.9 55.a-90.0 55.a-90.0 65.a50.0 55.a•86.9 55.a-90.0 S6.a-40.0 55.a•90.0 37' SS.a-58.0 55.a$7.2 55.0/-87.2 56.a-90.0 SS.aS8.0 55.a-90.0 SS.aA0.0 65.a-90.0 45' 44.6/-44.6 a3.&-43.6 55,0/-75.0 56.0/-70.5 55.a-75.0 SS.a•70.5 55.0/-90.0 55.0!$8.1 g4.a-04.8 43.a-03.6 55.a410.2 55.a-79.9 65.a$0.3 55.a•78.5 55.0/-90.0 SS.a-90.049 53.1/B' 60-Sr8' 43.51-43.5 42.&-02.8 55.a-68.7 55.0/$1.1 55.a-68.7 55.a-81.1 55.a$3.4 55.a-76.4 43.5-03.5 42.&-42.8 55.a•73.6 55.a$7.2 SS.a-78.3 55.a-77.0 55.a50.0 55.a472.961" gg• 41.a•41.6 SS.a-60.5 SS.a-58.5 55.a-73.1 4L6/t.6 55.a-65.2 SS.a•74.9 55.a-79.3 74' 38.9l-38.4 55.a-55.3 55.a-65.3 SS.OI$3.5 38.9/-38.8 55.a-62.0 55.a-63.5 SS.a$3.5 28.1/2" 55.a•87.9 55.01-90.0 55.a-90.0 SS.OI-9D,0 55.a$7.9 rb5.a90.0 55.0/-90.0 56.0/•90,0 37" 49.7/-49.7 55.0l-67,2 55.a-67.2 55.0(•84.0 49.7l-09.7 65.a-90.0 55.01.89.5 55.a-90.0 45" 35. N-35.5 32.3l-32.3 55.0/-57.1 53.41-53.4 55.a•67.1 53.4l-53.4 SS.OI-71.4 56.a$6.7 35.S1-35.6 t32.31.32.3 55.a-77.2 55.a$B.0 55.a$3.9 SS.a$B.1 55.a•77.4 55.a•72.349' 53-1I6' 63e 31.21-31.2 31.81.31.8 50.2/•50.2 45.41-45.4 50.2/-50.2 45.M-45.4 55.a$2.7 55.a-58.7 31.21.31.2 31.BI.31.8 SS.a-59.4 51,a-51.0 55.aS6.2 55.0/-57.2 SS.a-6g.0 SS.a$1.561" 66" 32.a-32.0 43,01-03.0 43.a-03.0 53.a-53.8 32.01-32.0 49.3!<9.3 55.aS7.6 S6.a-58.3 74" 30.a-30.0 40.0l-00.0 40.a-00.0 50.0/-W.0 30.0/-30.0,+47,9/.17.9 54.7/-54.1 54.?J-54.2 28-1/7 55.a-90.0 55.0/-90.0 55.0/-90.0 37" 55.a-77.9 55.01•77.9 55.a-78.1 45• I 65.a$S.B 55.a57.1 65.a$6.0 49" 55.0/$1.3 50.6f-50,6 55.a$1.5 72, 54.a54.0 48.8/<6.8 65.0/•57.4 B1• 44.0/-0A.0 48.47i8.4 51,87-51.8 66' 41.21-01.2 47.a-07.0 48.9fd8.8 7a'- 39.8/-39.8 45.a-05.0 45.1/-45.1 Glass Typal Glass 1 118' Alnealed ve- iempa 2 at6' AnneeletlGlassva•Anfroekti tIB" Anneebtl - t!4' Alrspece - 1/8" AnneaNd Glaaa 3 3I78' Amteekd - 3176^ Ahpace - 1/8' Am led Glass a yte• Tempered 111^ Tempered 1/S' Tempered - t/4' Alrepece - 1/B• Tempaed Gisas 5 Y1G temperedAlrspate Tempered 3d'a3lllW NNAI'V 1VNpLss O a= X SOLBS'oN NNAI I,ND • 111 r l:". 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SEE'fAELE IS - I JAMB i \ ANCHORAto.e 1 • TSEE PHI.E 6 I I c -) I MAX. -_ .` J'AVJ(FRQM CEM_R OF MEF.TIAG RAIL MIN. ANCHORAGE FOR XJX_(1141/2-1/4J CONFIGURATIONS PRODUCT REVISED ne me r1o.laa ewiaiay°. NOA.Me. 17-0411.05 Eapimtion vote 04/05/2022 INSTALLATION OPTION 1 CONIC -.WC&'.0 PER ANCHORINSTALLATIONANCHORSINTOZTWOOD. REQUIREMENT EDGE n"ION1 2XW1OOD DISTANCE FunACDON HEAD. SILL & \ E..E..EAT i : SH,,N_ Da- x ANENT SASH _-A T11 MIND TYPE cmsecM= mo 7zZ7' VISIBLELIGHT rn SEE TABLE 211, SHEET 21 1 1 INSTALLATION 7 125) FIXEDVISIBLEI I OPTION 2 LIGHTHEIGHT I.1 CHOPS 0:RsCTLy INTO MASONRY TIP-TO-71P HEIGHT IIIISASH I LIGHT S.Im H.EIGHT STANDARD MEETING RAIL FIGHTFIVGHT WIDTH PRIOR 15 SUCKMOTH TIP.TO-TIP WIDTH HORIZONTAL SECTION A -A 12STE5L BUCK 0 X SEL LING xPTG '.?I `LING ' EP'L"G 'GP'_L"G 'E"'L" HEIGH MI. SIE TAEL-1 2 SHSET" SHSIETSHSIET 2d III III-. DADC APPROVED <EPHIM ti MULL.ON ALUMINUM STEELIRAxt NG OH,1A1r1E1L SASH ISIOLE PROPER ,C ZSTMIMS— - 4- CUT UENGTI I U— WIDTH RIES,TAkXE20. SHEFTIL Ac. MEETING RAIL EXrERIOR INSTALLATION Z/ ST10OA- 2!i 1 TYP. ANCHOR TYPE. 7 IoWi_ MEETING RAIL E MIID'"IENT AND EDGE iZ-rZECrm ___— BUCK _H DISTANCE PER TIP-TOJIPWIDTHSUBSTRATE. ussm 5 L, ANCHORS T RECTLY INTO TA31 F 20. 1. METAL HORIZONTAL SECTION C,-P, NOTES: 1 I USE ON-Y sum E,APPROPRIATE ANCHORS LISTED ON TABLE 20 OF SHEET 11. FOLLOW ENWEDIJENI ANEEDGEDISTANCELITRIAT. MY INSTALLATIONALILATION Gpn- SHO,- 'AY BE USED ON MY SIDE OF THE YANDOW 114'MAXSFIM 2) ALL WOOD BUW LESS THAN 1-IM' Ix W000 A THICK ARE 70 BE CONSIDERED %X BuCKSTRIP, INSTALLATIONS. 1XWU`)tI9UCKS ARE ENO CONCH, 1E PER OP11014ML, UNIT'MAYBE INSTALLEDTHISSIZET, ANCHOR DIRECTLY TO SUBSTRATE. WOOD DUCKS REOUIREMC-N7 DEPICTED AS 2X ARE I -IQ'THIGK OR N.. 58705 JRZAIER IXANID SUCKS(me. USED) SHALL 3EDESIGNED T PROPERLY INSTALLATION TRANSFER LOAM TO THE STRUCTURE. WOOD EUCK BCSIGN Ma INSTALLA71M OPTION: 3 c 'AT1070,TECHNOLOGY GRIN IS THE RESPONSIOIU 0, THE RIBP N. 1 NICE. FL 34275 VERTICAL SECTION 13-13 INSIALATIONANCHORS ENGINEER OR ARCHIIECTOFRECOR (94I)ASO-1110) THROUGH IXEIUCKSTRIP MMMI-SHIPY THICKNFS5 TO BE IV. INTO MASONRY- A. L. F.E. M- MRT.. or AUTR lIZVO Ix WOOD TYR, ANCHOR TYPE. EUCKSTRIP E& ISEOMENT AND EDGE SEE No. 2 L cG`cRET DISTANCE PER SUBSTRATE. TIIISSHEE'T. OR CAC PERSEE TABLE M. SHEET I I ANCHOR IRECUIRE. MENTxA SAS VISIBLELIaJTEDGE IrTH DISTANCE A EMBED- EINSTALLATION 9EL1qN 3 INSTAL ATIONANCIICFS INTO MASONRY. TYR. ANCHORTY-E. C4FMEDMENTMEEDGEDISTANCE PER SUBSTRATE, SEE TASI_E 20 SHuT I i N 0 FIXED 0 VISIBLE LIGHT YADT. INSTALLATION OPTION I ANCHORS IN70 2X woon. LR!! IJGT REVISED Pizith ltM FWIWa NOA lRW .00D 17-0411.05 eRPinlron % 041?Sr2O22 BY mi-I-a p&. P,o _t C--t INSTALLATION DETAILS, STD MR me: ALUMINUM HORIZONTAL ROLLER WINDOW 03/15/17 HR- 210 NTS 7 OF 11 MD- INSTALLATION OPTION 1 CONCRETE/Chl PER ANCHOR INSI ALLAI ION ANCHORSATO 7X WOOD. REOUIREMENT OPTIONAL 2XV=U EDGE O.BED.Ell I ADDON DISTANCEFLPVG if, k! WK U: SHIMiEOSDGESILL & JAMBs MINT yyr' = r//' 111`-_ TYP, MCHOR TY' 1'1 I D.ISTANCESUBSTRATE I c. I IVIII SEE ,WL 20. 5 IIF INSTALLATION OPTION 2 l StB LEINSTALLATION LIGHT ANINC ORSDIR ECTLY TO MASONRY. Hill HT Ili II SASH LIGHT TF-TO-TF HEIGHT HEIGHT -7-7--K BUCK1 912 STEEL If0 x SELF4)RILLING S.5 IDS). BE' TABLE 20, SHEETI 1. I 24 III II if 0 EAPPROVED MULLION, ION, ALUMINUM. STEEL FRAMNO OR STEEL STUD, SEE SUBSTRATE i C rjC 11Rop5JAULEW sHe, ET 11. C12, I MEETING "L 'TE91OR INSTALLATION TYP ANCHOR 151PI ION 4 E.EED.'KT - 1. TSTANCE PE. SUBSTRATE, ItEE ANCHORS E T11 DIRECT LY INTO ABLE 2-1. SH METAL. '0 NOTES: 1) USE ONLY SUBSTRXTIF-APPROPRIATE ANCHORS USIED ON TABU 200= SHEET 11. I-L- EMBEDMENT AND EDGE DISTANCEICE LIM TS. ANY INSTALLAI ION OPnON S 0 Ix MAY BE USED ON MY SIDE OF THE AINDO'.11. BUCKSIZIF. 2,AL WOOD SUCKS LESS THAN I.- THICKSECNOTE2.1• THIS SHEET. 1 CONCRETE PER ARE TO BE CONSIDERED IX N TALLATXINS. IX WOWBUCKS ME OPTIONAL. UNIT MAY 89 ANCHOR INSTALLED DIRECTLY TO SUBSTRATE. WOOD EXTERIOR [ REID . JIR - EMENI•RUC S DEPICTED AS 2X ARE I. Z THJC OR GREATE R, I X ANO 2X BUCKS (-EN USED) i INSTALLATION SRAIl- HE DESIGNED TO FROM- I RANSFER OPTION 3 LOADS TO THE STRUCTURE. WOOD MUCK VERTICAL, S INSTALLATION ANCHORS DESIGNAND INS: AAL""ON IS -,- CIE ION B-8 INSTALLATy OF THE ENGINEER THROUGHIX5UCKSlRIPRCSPONS181LIOR INTO MASONRY ARCHITECT OF RECORDMAXIMUM SHIM HICKNE55 To BE I.W. HEAVY DUTY MEETING RAIL'6 03 , x L,- - J, [=jVISI44 0LIGHT L-:.._, I1 TP-TO. TIP WDTH HORIZONTAL SECTION A -A SASH VISIBLE LIGHT WIDTH ix WOOD P. ANCHOR TYPE. 'LICKSTRIP. EMBEDMENT AND EDGE SEE NOTE 2, C0N1,RlTE Of$ IMCIE PER SUBSTRATETHIS SHEET. OR CMU SEE TABLE 20. SHEET I PE ANCHOR ENT jLz l- \ xASHVISIBLE OG IT EDGE DISTANCE EMBED - 11MIENT INSTALLATION TINHSRTOAUUGLAHT iOXN ANCCKHSORS BURIP. INTO MASONRY. P. ANCHOR 7YIE EMBEDMENT AND EDGE VEED. NTM.lDGC DISTANCEPERSUBS, T TRATE, SEE TABLE 20, SHEET 11. zIXED VISIBLE LIG17-11TH 1 INSTALLATION H::AVYDUrYc, OPTIONi L ANCHORS INTO ?ABUCKWIDTHWOOD. 1111111T REVISED HORIZONTAL SECTION C-C pl IN the FIAd, NoN-N.. 17-0411. 05 4le Rw By: aw- v a..04105GZO-22 Na. 58705 51A 0 I rOl NSITALLATION DETAILS, HD MRJ Owil A 1070 TECHNOLOGY DRIVE T, Yb Vol. L N, VENICE. FL 342T5 941H80-1600 ALUMINUM HORIZONTAL ROLLER WINDOW 103)15/17 37 I LYNN MIU. FR, I.E. HR-210 I NTS 18 OF ll J7M"D-HR21?:?j__L_ P.Exbarm CERT.OFAUMLAR021A 1f8"ANNFAI.FDTXSEDGLASS ,/6" WITANNEALED CLASS —- — 1AM1NEALEJGLASS — -- WNN(— EXTERIOR I EXTERIOR t T ^ E-+cTERIOR MM I14' 38TMY _ IIGLASS OLA 382"MIN BITE III GI. ASS RTF 17 6 817E 'i GLASS TYPE-1- rz' MIN. GLASG STACK -- i/2' MIN. GLASS 51 ACKi-{ 18 AIRSPACE Y1b"NRSPACE tle" AfNJEA [C , `. III 3/tuLAANNEALED 1 EXTENIURG IM'ANNEALEOGSS GL'4-`S 1/8'ANNEALED OWS , 6 F I III CxTGRIIOp 6 1'. 362' MI`I \•-61 _-- B1 GLASS BITE GLASS BITE aa GLASS TYPE 3 TAR'_ F 1e 1/ MIN. L1fPMIN. GLASS STACK GIASO J'TA(:y. Vw TEMPERED 114' AIR3PACF. 3lln"" TEMPERED 3!IWAIRSPACE 3116° TEMPERED CLASS tI 1W TEMPERED GLASS j ( - GLASS ._ GLASS I Lb - TEMPERED GLASS I — 1! 8" TEMPEHL-U GI.053 EXTERIOR y{ TIC` EXTERIOR 1 EXTERIOR ; r 352'M111N — I .382'MIN. I 3tl "MIN f '15j4 782 MN. II I' GLASS BITE I, I GLASS BITE GLASS BITE it li'! -\ GLASS BITEI81) il. GLASSTYPE 5 j `(SILICONE STRUCTURAL JI 114"NUM. POLYISOBUTYLENE-- WItN UESICCANT \ EXT. ^uLP53 - INT. GLASS KODISPACE 4SG TPS GLASS TYPE 2 HOt-MELT8VrYL STRJCTURAL SILICONE NEWOAMJ. ITH DESICCANTEXT. GLASS 1/ I 1 / \— INT. CLASS SUPER U SPACER!"' NXT1e Porte De— Ipdan M. 6.1 60 Kommedirlp 46G TPSSFeca System 67 Dvanox Super Spacer nX(w!th Hot Mgt Butyl See IN, Shee1 62Comex Wrmml S pacer t. MetarieN 63Cardnel 14 Edge Spacer TEST REPORTS: FTL-811 T• de66866Tt1 GLASS TYPE 5 ALUMINUM REINFORCEMENT fl BUTYL 4 DEGICCANTCAN7 FOAM Y EXT. GLASS INT. GLASS z DURASEAL1a• SPACER POLYISO- D111CCANIFULAREA SUTYSENE—5: 76- NOM. SEA_ SILVER, METALLIC I jr"SILICONE SEnI ROLL-FORMED%( STAINLESS STEEL i EXT. GLASS—\ II V -CINT- GLASS XL_EDGE' c}SPACER rT'NYLYNN Na. SBTp6 cro.:.F: oR1oa.•..G: Glass Types t 1/ 8" Annealed Glees 1/8" T.M—d WIT Ameated Glees 2 1/4" Annmled Glees 3 1/8` Ann W - 1/4° A4epaca - 1/8" Annealed 3116" Ameeled - 3'1E A4space - 1/R" A—W 3/18" Tempered Glasa 4 114" TMWW Glees 6 1/8' Tempered - 1/4" AI7!pace - 118" Tempered 3176" T4m,. - 3/16' Airspace - 110" Tempered PRODUCTREVISED Guild: rp ltotleMrh Na lorida NOA-No. 17- 0411.05 exPlnnon oar 04/ OS/2022 ay M:ro ecrontro 1010 TECHNOLOGY DRIVE GLAZING COMPONENTS J ROSOVYSKI N, VENICE• FL U276 Te/e, OMr. tea1r460-te00 ALUMINUM HORIZONTAL ROLLER WINDOW 03/15/17 CERT.OP AUTR. ammo S OF 11 I MD-HR210-02 E 3SG' 250' I I 2)saL 3 SILL ACAPTE I- VVEEPHOLES WEEPHOLE DETAILS SF VN-WITHOUTVICEPrIOLC COVERS. SEE SHEET I FOR OUANT TY AND SPACING SASH CORNERS ASSEMBLY DETAILS STD. MEETING RAIL HD SIMILAR) i WECPHO! E ROTES: A. REUJIRED IF VMNOOW WIDTH IS OVER 5r. I B. REOVIRED IF WINDOW'NDTH IS OVER 45' MID UP TO BT. REOUIREDtFWINDO', V.0THIS OVER 8V. D. REQUIRED IF VAHDOW WIDTH IS OVER 45•. f-- I.soo• — j !— I zcw• —1 PRODUCT REVISED pl w10 MP N.M. NOA- Non-NP. 17-0411.05 CrPiroDon DPtP 04/0512022 0 Mlemt Peo tonl— Y lU N Y Nnay_ 0 O z G a N i w 00 N. o W N UUcwR uc o > a ZK J u 0F N o a Hs o o z xo Z m o fQ w 11111111/ I/' ONY IYNNay'% k ! No. 58705 sr RE tv. A. I.Y MILLER. P.E. P. C.EiSBIBS TABLE 19. It.. Pan# Daocdpu.n Materfal 1 G21 I — 808ST 2 6254W Frame Sim 6083-T5 3 62MW SIN Adaptor 6063-TO 4 621M Frans Jamb (FIKW) 6063-TO 5 610MV Fnwne Jamb ( pemWe) 6063-TS 0 62871V Hens Duty Fikad Meeting Ref W6316 7 622OW Fiscal Macon RaA 6063-TS 8 VMW Sash Top a UNIM Roil BOe3-TB 10 62218W Sash Side R,U 6063-TS tt 622ZV Sao Meeting Rail 806346 12 027OW Dogbone Rai Me" Oa83-T8 13 62785W Sash Slop 8(183'T5 20 710811K 11= Rail Sweep Ialch Plug Po Id PVC 21 42105VJ Sinn 7'up Grille (MIl rarL) RIGid PVC 22 12114W Eno Cap Ripka PVC 23 802ODK 190" X.20D' 04on Wstp. (Frame) Flex PVC 70 24 84056G 18r X.230` Fin Wslp, 6. 26 WS01K BUZ VinylWsto. (Sash) Flax PVC 70 26 70275CK FTome Bill Gasket Polyethylene 27 70273AK Frame Hand Gasket P.'lsthylane 28 7028MK Sash Gaskets Polyethylene, 29 7HRKITW Weephole C.— Pion, 30 71088Y/ Sweep Laieh Cast Art 31 421124 gp Housing a Gulch Vinyl 32 78RWHL2 RoBx--'— '---- Bmas 40 781POA 98 X I- QUAD Pn SMS Sled 41 781 PDX e8 XV S%P.. SMS 410 SS 42 781PSTX a8 X 1' Sq. Pn. Twin Fast SMS 41O SS 43 78) 30PSA a8 X.375" Sq. Pn. SMS Sheol 44 7858W W a8 X.SW Ph. FL SMS Steel 50 712653K Sete Block 3r32' X7/4' Xl' EPDM 51 71287N Sofh Black 118X11"T EPDM 54 61625W 1/8' Beed Allanilwm 55 65018W 311T Brad Af o imrm 56 65/33VII 1114-Beed A1UminulnANminum 57 BVIWN I.G. Bead Ri idPVC 70 61014FW Screen Frame All n*i 71 47041W Screen Came, Key No Ring Vow 72 47012W Screen Curler Kty wi01 R'v yhryl 73 7320SPN0 Screen Spring ' Spool; Steal 74 et021K S.u..S lino-.135'U., Foam Rubber 75 61835K Scmen9ana-.13S Ole, Hard Rubber 76 Semen CbM Fiberglass 60 00815W Adao FI e () 6063-TO 81 blp e09 biueale ealant T ,_— I C oar I x.al' 0IwJNE-L¢.J `?:_Pas E S!lL C:)9, 1 nDfiirtj x6T I lu n' ,' r r`, LlI 1]11 IF i J_1_LI u,}n,1 ryy5g[q `linAML 1Ar.,B (OngMe.Lil UYF fIXEo,4Elrvti Mi AnclwrGroup Mchwr type FlameYambr subant. Yln. EvW III.—psallbYla0.4 fin' Embdmaa a YaYi THdunw A a12 SMS.'10 a 18-8 SS, nlin. d3nummhelald rasa substlele) At Sanhem (SG =0. 66) 9.11T 7,8 1.3'a" 0081T5 Nummul 31a" VIS, IIB' AXM9 aG1. 336110 S.d 3'r 9114` 0.015'(16G.) B 12, St.. SMS t0,. 5), min 1931himds lnlaM msW subsVWei AI Sannalnihle(SG =055) WIT 7,8" 6063T5Nun4mm, Va. 9'fa' aa' t18' A% Sias a O. 33 SSt"&,0 y Rl6" 0.01I'Ita Oe) C 1N'ElcoNnCa3 Ian Ikehw Rir I (ASTM C9D) FWMRIt[1(ASTM 2 V2' a` I.,!4• 4• 4' 1J' Al Soanwn R.(SG=06o) 14's"I. 1-V1W I.38" 4t0G.F"I's pFe.6 Bkxk, lA<•TM C 6' At Conc train, 3.35ka1 1• 1.}v' t)W... akaal HAZFHUM MOfXE P4W ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE TP.E AYCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2) ALL ANCHOR HEAD TYPES ARE APPLICAELE. 7ttC997 . am osr ax' w.-. 1 oar --4 I_ r tax• I oSUEI+ EU MFEnN(I,RAY C[11. Cii _BOR_4.AAx E4V1 VOe we r w I I 0'. Snbh EN-:,TCig.AEK l;±) .IErr C."4ow:urw:x No 58705 ere- 13 1070 TECHNOLOGY DR TEFN. VENICE, FL 34775 AL . LMiP. pF " M OERr. of ALTH.tgn29a M'.. l Min. F, Jun. F. SNW Senw 92 k,l In kai I" Screw 80 kai 95 ke1 410 Screw 00 kN low FJw 14nacsrw 165 ksl 177 kai 110 SS Elea GW MIM 127.4 KW 109.7 kW 6003. T5 Al--19 6003 To Al —ham kW 251a122 kM wk.1 A38 Sleal 30 sal 59 ksl Gr. 33&.W Slue MkW. IS PRODUCT REVISED OuI1dM9 todawilh tM Florida NOA- No. 17.0411.05 B. 0.11- O.la 0WOS12022 O BOM & PART DETAILS, ANCHOR TYPES I J ROSOWSKI MW Dine ALUMINUM HORIZONTAL ROLLER WINDOW 03/15/17 sri Via! Sin — APebp We. AYr HR- 210 NTS 11 OF 11 MD-HR210-02 DULANDO SCREEN & AWNING, INC. 835 Sunshine Lane Altamonte Springs, FL 32714 407-862-6060 407-862-1221 fax LIMITED POWER OF ATTORNEY I, Bernie Duncan, hereby authorize N"PIQto obtain a permit for the following: 1 Lot: Subdivision: rn of C,BJak l z Owner of Property: Jb'5C- I , rah - Address: ' V A--Gl I Bernie Duncan President Sworn to and subscribed to me this Od ) 1401 _ by Bernie Duncan who is personally known to me and who Jid take anoath. Notary: w• w AMY B LICHTMAN-SABIN J'ir °"y";q''i" MY COMMISSION #GG233774 EXPIRES: JUL 01, 2022 9F °` Bonded through 1st State Insurance Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018095478 Book:9195 Page:114; (1 PAGES) RCD: 8/20/201 a 8:58:42 AM THIS INSTRUMENT PREPARED BY: Name: 'f,tt! VIA,*" Address: Permit Number: Parcel M Number. •1 — S'© 0 0 Q 0 —` 10 30 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. DESCRPIPTION OF PROPERT)(: (Legal Opscription of thg property and street address if av§llable) 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMA Name and address: Interest in property: LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE Fee Simple Title Holder (if other than owner listed above) Name:C)a 19 4. CONTRACTOR: Nai Address: 73 3 5 Phone Number. _(1 D 7 —16 -2 ^ (.airy 6- 7 5. SURETY (If applicable, a copy ofthttnnepayment bond is attached): Name: W r-'V Address: intFY-- 6 LENDER: Name: 104 Nl t Phone Number. _ Address: Amount of Bond: T.` Persons within the State of Florida Designated by 0.6.r upon whom notice or other documents may be served as provided by Section T13. 13(1)(a)7., Florida -Statutes. - Name Phone Number Address: S. , in addition, Owner designates Vim} AA- _ .. _. of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number. 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of retarding unless a different date is specified) WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. SIWWAe of Owner or lessee, Or Owners or Lessee's (P rtName and Prdbida Siryatay s 11180fce) . Aiuioeaed 0l9cer1DkecWrmmuurmwnager) .. State of. t"L..1—t , County of ^' " `' - - The fbrepging instrument was a nowiedge before me this b day of 7'K i _ 20 by / ' NV Who is personally known to me OR i • of person statrment t _ who ias produced iiJehSfiaation a of identification produced: MATTi1EW BYRON MATES a MY COMMISSION p FF2356b6 EXPIRES May 28.2019 Nt RT;F?E0 COPY GRAI.T MAtOV a itGr13AS0-'.. FCndallos•Ysp`"C°.00ir CLzKiC OF-' 13 EPUIY CtFi',K dote